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221 SEminole Rd (vault) �C:ftl4Jlsl.YCM1VJ G.RL• _• '.moo°"" :.L—... wa.e.aa.:..]eW.JUr.n[:v.:a.r.....:..w .=•..•.Aiuw•.k.>...t..o... Y+M a......+.:r ......._ .r-tr.:uif.w iYir+YY. r..a..wr....r.......... .._ •u.•...w.... ..i Y•..._ MAP SHOWING SURVEY OF LOT 487, SALTAIR SECTION NO. 1, AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORDS OF D(JVAL COUNTY, FLORIDA. r c' =AAA_, f kovAt= "LL i? `'(/r1 GCAC f_ G7 8 Z./V/it/0 G Z. /Z C ,Q p (Aeu eiz c.Y ..4.47,41/.4Z .Sc.v p.) 70 `,rs' Az, • --tea . 0, L "4-4241'142 .34' 4." "--•Fo✓../O j(.,/A ow/ ob �� ' V x JO �Y 4 .tip' -,' •� .7'K/oioo ,Pine.. 1 wwt Ac V1 24,3—�.,1, �, YI I '� : oy .� Q W c � . t� •4: 1� `T �14 U 4 400 • 7--",a/5 rs ,4 15f, 4 /L>.'1�✓ $v.ed/Ey • it/D „e J/G p/4/6" ec--S 72'/C7A).4.. 24,4' /f.O' ® �jr ?f//5 OPO�E.L' � ' /ES /.t/ 1 "2:ccc.> zo./E "C" j?/, /Cy/5 7X6 A ,�f,( 0' ,c r/,//, 4'/1 JUN 2 S 1993 A-Zoc.Pv, /G' B/ "2c-'DD .. ,2E✓/56:P x i %. o Building and Zoning• 04' `/e' O.7' X .. 9,. g foa n/0� — . , _ 4,-- -7.--s�0 7w.".RAN , a `````�� 5® gyp' C-WDOO> FZ,CC'e z-ECHEC.r'CO .>�t/U•4C✓9/, /..7 To t5Q%(/6' 9vetreY vP>a /347 .ec,-.56o '- Y 2, 4977 I HEREBY CERTIFY TO: /4/✓E5'7ae5 )'t' E .c..(OerG:tGE Co.iT—i7CE .st/.5v. .UCE c-2244,-;444.- OFD AK/.•/.t/ESou. THAT THIS SURVEY MEETS THE MINIMUM'!ECHNICAL STANDARDS AS SET FORTH BY THE FLONIE1A BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 21 HH- FLORIDA H. A. DURDEH ADMINISTRATION CODE. & ASSOCIATES INC. ,. t L. Ca {TER[D $URVIYOR HO 1.74 FLA..LAND & HYDRORAPHIC REGI — — -_____SURVEYORS - POST OFFICE BOX !10670------____ SIGNED APQ/L- 2'{p 19 77 e .57.4,ST.a.cr 5o4.T.. JACKSONVILLE BEACH. FLA. SCALE: 1 "Y 20' i ox. , No 5695 ) /72 .t.5 r /t,t; APPLICATION FOR WATER CUT-IN TO THE CITY OF ATLANTIC BEACH: Application is hereby made for 3/4" water cut-in at the following address for 1 unit(s) . Cut-In charge of $85.00 Plus $4.00 construction water Street No. 221 Seminole Lot 487 Block Subdivision Saltair Ordered by Englishtown, Inc. Owner Englishtown, Inc. Mailing Address1935 Atlantic Blvd. , Neptune Beach, Fla. 32233 / lr- Date 7/31/76 Account no. S/A 221 Seminole Meter No. Date Installed I A - - CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNECTIONS PERMIT NO. /4 c-9- DATE 7/31/76 LOCA?'ION 221 Semi no a STREET LOT NO. 287 BLOCK NO. S a I to i r OWNER Engl i shtown, Inc. TYPE OF BUILDING Single Fami l y MASTER PLUMBER INSPECTED BY BILLED ACCOUNT NO. S/A 221 Semi not e 1 � August 18, 1993 Mr. Kim Leinback City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl 32233 Dear Mr. Leinback: My application for a variance as presented to the Community Development Board, August 17th, 7 : 00 P.M. item "a" on the agenda, was denied. I wish to appeal this decision, and proceed with the desire to build an aluminum carport at 221 SeminoleRoad. I feel that this carport will be attractive to the surrounding neighborhood and will be professionally con- structed. Please advise me of the earliest date for this appeal to be presented. Sincerely, - (ji-P Mrs . Annabell P. Wallace 221 Seminole Road Atlantic Beach, Fl. 32233 241-5814 (home) Enclosures: Pictures of the next doer neighbor 's carport for which she received a variance. Area to be covered by this carport. N ‘i MM OYAr° II 11 , N .,,,, fP.:, tir .t.. -..s.:.. 4.- ,.., i..,. .-. i,..,.. t a I - NI u ...,.... ,.,. F„,,,..-, .. f.',...1\■ I i 1 1 . I. IF' '41t11 -7" ..- N.--t•...14 , if:/.1.'I..., .•.:.. , ..,07; e ..._, t-fi•-,._ t '' •lifie119:te, ' !P•7,- ,r-_-_In: 1,, . ....'4 -' • E.P.: a' •t‘. NI ima •e: ..,',4270 .4e., :suo., • • Imo , .t, ..t' •:i , ‘. ,..„--„„a_ •„.• ..• ..- • et:t -A 0.- V% •- 4 cx .... ..."., • > ft, • .. 4 , i . . . . • - ' -.•"I. \".4.. 111)1 . c\•,. f , . .1 1„, 1:/f., .:•art tt: 4> et.. ''....i,„.) ' , ,, ti; -• ... 1..J ..• ,.,- _ - """Iikrillif 1's ik•, .. t .,'..i. 1; , 1...1'1,1• . ' , ;,.‘ "! '•.: $:*: •t':' 'Zi • ..,,,q . '• '' . : .4r,--7-4 . 'r..4 *"..i.ilf A 00 0 I•r' .. , t . i•-.5" .__,...g.1 5: 0.•• ,F. e4, ft -—- Ass ,---- i 4 1 - ..! •'. •*** fi .' i; I" .. . • 1 ' e . 4w.•.-sr - '.• .. ,.4 .. ce, r; -4. 'itt• • ' i ‘,1 t. ----.... ..1.."'' '.: :,...■ ..,, ''-7 ref' ...%,..''4,1' t1110,11kNIk .1-..4 .-'' '-''..l.r, *.:44},'r'. ". '2.,1...;?.,,ny,• ,.., , • $e,- -;,- •,•c._7., • ,.,. \_ ,.• s... 4, ../ ..g. .,.. .....„ . &.,-- w .. T., , - • 'I'l?...1'..so• . ir• • 1111'1 , . .°"::$'' Il• ■ - -:-.. Vki, I 4 k.-1 i 1.' ' 4.4 .t'4*• - ' ‘• a e::...„...., . sr. E. "'IT- '4' \ .1. I I. ... (A. ...: 1"..,..7' !le 0 1 : r k..-) , ,.4.-..• l . ,. , .• , •*, • tii. II ' 1'' ''' ,..• :' .. - . . -* ,.,„. ,. •,,,- • e st N, . , .. 4 t 4 • MINUTES OF THE COMMUNITY DEVELOPMENT BOARD OF THE CITY OF ATLANTIC BEACH, 'FLORIDA AUGUST 17 , 1993 7 :00 P .M. CITY HALL . PRESENT : Gregg McCaulie Ruth Gregg Robert Frohwein Pat Pillmore Mary Walker AND Alan Jensen , City Attorney George Worley , II , CD Director Pat Harris , Recording Secretary ABSENT Mark McGowan Don Wolfson Chairman Gregg McCaulie, called the meeting .to order and asked for approval of the minutes from the meeting of July 20 . 1993 . Upon motion duly made and seconded the minutes were approved . OLD BUSINESS : I . Application for Variance filed by Robert and Leona Lowther to enclose a porch which encroaches the rear yard setback at property located at 251 Ocean Forest Drive North. This application was remanded back to the -Board by the City Commission after an appeal of the previous denial by the Board in April . Mr . Lowther introduced himself and stated that his wife had an arthritic condition and the proposed construction would allow Ili: wife better mobility around the house . After discussion , Mrs . Pillmore moved to deny the application . The motion was seconded by Mr . Frohwein and the variance was unanimously denied. II . Application for Use-by-Exception filed by Pan Am Mini Storage . Inc . toiallow outside , on-site storage of vehicles at property located ,at 2383 Mayport Road. Terence p . Kane introduced himself to the board and explainer that the City' Commission suggested he file an application for a use-by- j eMcepti.can instead of change in zoning which wa originally requested . After discussion, Mrs . Creag moved to defer .the application until the next meeting to allow the board time to review further documentation. The motion was seconded by the Chairman and passed unanimously . NEW BUSINESS I . Application for Variance filed by Annabelle P . Wallace to construct an aluminum carport which will encroach the side yard setback ! at property located at 221 Seminole Road. 1 The applicant ' s contractor , Floyd Cardin, introduced himself to the boa> d and presented pictures to the board showing the residence • in which the variance was applied for- and the residence next door which h .d previously been granted a similar variance . He stated that Mr . Wallace had consented to the variance . ' After dlscus:oion , Mr . Frohwein moved to deny the apply"ation , Mrs . Walker seconded the motion and the variance was denied by a vote of 3 - 2 . II . Application for. Variance filed by Jerry Dorsch t -2 construc` an addition to the Tappin Book Store which is a non-conf orc:inc structure located at 705 Seminole Road . Mr . Dorsch introduced himself to the Board and explained that the variance was needed to enlarge the storage and indexing section c_ the bookstore . After discussion , Mr . Frohwein moved to grant the variance . The motion was seconded by the Chairman and unanimously passed . III . Application for Use-by-Exception filed by Ted Barrett tc allow a , home occupation license at his property located at 377 7th Street . Mi_ . Barrett introduced himself to the Board and explained that the use-by-exception was requested to allow him to conduct his contracting business at his residence and stated that there '•Ienl (', be no outside storage or parking of equipment or supplies . After discussion . Mrs . Gregg moved to recommend _ : the City Commission that the use-by-exception be granted . M,..- . FL : :. seconded the motion which passed unanimously . Mr . Worley mentioned to the board that due to a possible rune election the meeting in October may need to be rescheduled . • • i . . There being no further business to come before the board.. on motion made and seconded it was adjourned. SIGNED: ATTEST : • • • • • BUILDING��P}}ERR 2 MIT APPLICA N JURISDICTION OF &era- G4- G�. APPLICANT TO COMPLETE SECTION A ONLY p SECTION A JOB ADDRESS LEGAL LOT NO. BLK. TRACT J 1 DESCR. / fz _.�, q��] J C� ' -� ��L�.l 1 (❑SEE ATTACHED SHEET) OWNE5� / MA ADDRESS ( ZIB PHONE/ 2 /� Al is l l i7 ��t�._" li'� ! >z�,i�%:-- /( /j /k'''..///,, _/ ,D�rs�_ CONTRALTO , MAIL ADDRESS PHONE , /CENSE NO. 3 � ;� � ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 6 CLASS OF WORK: t,-1RIEW 1 1ADDITION 1 (ALTERATION HREPAIR I (MOVE E1REMOVE 7 BUILDING CHARACTERISTICS C.PRINCI TYPE OF FRAME G.DIMENSIONS A. PROPOSED USE GROUP 1 MASONRY NUMBER OF STORIES , RESID TI AL NON-RESIDENTIAL —WOOD FRAME TOTAL SQUARE FEET OF FLOOR _STRUCTURAL STEEL AREA,ALL FLOORS.BASED ON NE FAMILY DWELLING ASSEMBLY REINFORCED CONCRETE EXTERIOR DIMENSIONS OTHER -SPECIFY TOTAL LAND AREA,SQ. FT. DTWO OR MORE FAMILY DWELLING; 0 BUSINESS (OFFICE) H.NUMBER OF OFF-STREET NO.OF UNITS D.TYPE OF HEATING FUEL PAR KING SPACES EDUCATIONAL [J HOTEL,MOTEL,DORMITORY, ENCLOSED GAS OUTDOORS NO.OF UNITS 0 FACTORY -INDUSTRIAL O je GARAGE HAZARDOUS 'tLECTRICITY I. RESIDENTIAL BUILDINGS ONLY COAL 0CARPORT El INSTITUTIONAL OTHER -SPECIFY NUMBER OF BEDROOMS,)1 Ei OTHER-SPECIFY_ 0 MERCANTILE E.TYPE O EWAGE DISPOSAL NUMBER OF BATHROOMS 0STORAGE FULL / PUBLIC OR PRIVATE COMPANY OTHER -SPECIFY PRIVATE (SEPTIC TANK,ETC.) PARTIAL F,TYPE OF WATER SUPPLY 4-PUBLIC OR PRIVATE COMPANY PRIVATE (WELL,CISTERN) B. NON-RESIDENTIAL - DESCRIBE IN DETAIL THE PROPOSED USE OF THE BUILDING. 8 VALUATION OF WORK d0 A. BUILDING$ V3 B. PLUMBING$ C. MECHANICAL$ .' DJ •1 - 3 D. ELECTRICAL$ Soo E. OTHER$ F. TOTAL VALUATION I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS W Mr' ' APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULAT- ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. fin( SIGN/ t4/ I � � 'Li ) C�' 7 d)=,ONTRAC�R OR A HORI AGENT / (D E) SrGNATLIRE OF NEfj.-(IF OW ER BUILDER) (DATE) I/ ,z Z -, sm -. z 0 r J n 0 moo — O T co --. 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ADDENDUM TO BUILDING PLAN 1. Building locationg 221 Seminole 2 . The attached plan for the above building is approved subject to meeting the following applicable construction require- ments: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8" deformed reinforcing rods for two- story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal saddles with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil. b. In hollow masonry unit construction, each unit cell shall be reinforced with at least one No. 5 bar at all corners; poured and tamped with concrete; such reinforcing shall be properly tied into the footing and spandrel beam. c. All wood truss rafters (roof construction) shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e. , roof, outer wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar or duplicate homes shall not be constructed within close proximity of each other, and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling . City Manager The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. By AP ;�i AMCdicA Con /actor/Owner Date CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNECTIONS PERMIT NO. `/� - c DATE 7/31/76 LOCA'T'ION 221 Semi no a STREET LOT NO. 287 BLOCK NO. Sa l to i r OWNER Engl i shtown, Inc. TYPE OF BUILDING Single Family MASTER PLUMBER INSPECTED _ BY BILLED ACCOUNT NO. S/A 221 Seminole DEPARTMENT OF BUILDING 314 3 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD 1 THIS PERMIT MUST BE POSTED ON JOB Date �F- i 19 Valuation$ 24,0°° Fee •n, This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Eng i I shtewn, Inc. [ _ 1935 Atlantic Blvd., Neptune Beach, Fla. has permission to build Single Family Res. Classification S I ng I e Zone Res Owned by E nq i i shtown, Inc. Lot 487 Block S/D Sal tce i r House No. 221 Semi note According to approved plans which are part of this permit t NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS Ii AFTER DATE OF ISSUE 7J---00' •— ■ 0 Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner.. ' (� (i Buy*,OtScia7` FOR OFFICE USE ONLY PERMIT NUMBER DATE CONTRACTOR I PLUMBING I i ELECTRICAL d SEWER WATER k c CITY OF ATLANTIC BEACH ,- DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION i _ LOCATION INFORMATION Permit Number: 24224 Address: 221 SEMINOLE ROAD Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FAMILY Lot(s):487 Block: Section: Square Feet: Subdivision: SALTAIR SECTION NO.1 Est. Value: Parcel Number: Improv. Cost: 100.00 OWNER INFORMATION Date Issued: 6/07/2002 Name: WALLACE, ANNABELL Total Fees: 10.00 Address: 221 SEMINOLE ROAD Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/07/2002 .,,. s -: 904)241-5814 Work Desc: WHITE VINYL FENC 4 ,411) CONTRACTOR S - 'tom, CATION FEES PROPERTY OWNER ` ti. _ ' *.... 10.00 k . ' prP24 �` 3�swt «,� .�.y-,as �a .< � p -....,,:,.*e X' r C F C T " ..j 'w d I : :„0.40.4 ,:z.„0,,:- .,,,„:,!,y.,-.. ...,,,,,-......;_.,..::_‘ _,,,,---, .:frIL1/4.4.1:k;%...1„'..*:ir--1,,,e-.:,iik,_ 4i.....,-- --:- .v yr x. ° x s . « aa* •.,r -�+x , ' . 97t.b'm .mow y'.�.YL. - 3 , .:r, . .. ST .T Y,�' r 4 K * „ 4 �� d ,� T ,4 N F -„4_ 5 ._ + Z ° ,...4;..Z; � y, �F 1 7" - " `�'rix of - NOTICE\ INSPECTION' _' ST BE REQUESTED AT LEAST 24 HOURS PRIOPt INSPTION BUILDING MATERIAL;;4RUBBISH AND DEBRISr ROM THIS WORK MUST:j - 3E PVACED IN PUOLIC SPACE, AND MUST BE CLEARED U" 'ND HAULED AWAY 1BY-E Y'� ,,",,,-;4I TRA ,TOR- . R _ "FAILURE ` � - ":,--_,*-44. ? -� r RESU IN THE FAILURE TO COMPL ITH T TR PROPERTY OWNER PAEOR _ %$ Tom" ISSUED ACCORDING TO APPROVE' ' 1. H1CH REEPAT OF T E: AND SUBJECT TO REVOCATION .�S FOR VIOLATION OF APPLICABLE PROVi a*. O W� —�°� Oiler: DSNITN Type: OC Drawer: 1 lk r �� Date: 6/17/62 61 Receipt no: 65'.9 14 PQMIITS-BUILDING 1 516.''• A r NTIC BEACH B ILDI DEPT. 00100003221N00 221 SEMINOLE RD $18.68 CA CASH 'FAA§ 44ei 6417/02 The: 16:17:3e / CITY OF ATLANTIC BEACH APPLICATIO FOR FENCE PERMIT Owners Ay/49 FL L A-LL/4-CE Phone44l Address R0r9 D Lot Block and/or Unit# Subdivision Contractor if Different From Owner Valuation of Fence $ /00 `PQ Corner r Interior Lo Type of Construction am/ - e-c-)l-f 17- E Attach Survey Showing location and height of fence as well as location of street(s). RECEIVE!) JUN 6 Ty,1,9 City of Atlantic Beach Building and lenity& Owners Signature Contractors Signature �3l dtiEl7iRfTJl�iUrdSa+T.'iRiM#SA:piFFMA:Ky'. •^—•..•.a'.%itEWt'ialr.1YI4aY wi.wa.+WYa:._-•M:1KWi1'!1t:Y.s}s.4+ctalcutY4,eMGCL.xwk,ialu✓.i.��......................_:.w�.�...r..uw*,�aaiaa..t.�.�•4.. r,,.,�.. ...�........._-4 MAP SHOWING SURVEY OF LOT 487, SALTAIR SECTION NO. 1, AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORD OF DUVAL COUNTY, FLORIDA. i of r C SA AA S .�. I AA 4E fLL WA LAS' ginning and Zoning�Depa �. Q�' This approval ve::.- • ' ;.• with applicable toning, su- r.n • other local land development re•:1--tions, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable loC?! State cede permitting requirements m: .e vi sicy1"ure of the City of Atlantic of ', /��G dri prior = ssuance of a /44'. ' _ '�'e;e e oprnent Director '6llta:L • / I ;1 tk, 0..9. ,ippr • �'W • VI i 'O`D d 24 3 \. 1 j • l O0 Q 0 4��v o : "• . j• ,,� � l_.— i° a n, o mi 0\ 0 L°'C7 • - 7-W/5 rs ,I ,t5rae/4/' rteV. sv.e,✓Ey • ,vlJ 6 e>,wa 4-ES r.P/crnt,,v'` z Iftl g2. Ey • 3_7fli5 F,P2,F2se7'✓ G/E5 /,v �orz A/e C y!/f'C///s , . • 77(6 c eE,-f o F .t,f i�//tM J U� 2 8 19�oo�/,c/6 Br "z-,,,oz, ,(- o I ,PE✓SE� r' � ,. Building and Zoning oe. A, 0.7 G'•W000 O, RS's I I 1 • S°i 499 Lam.. I I .7.- 40-- i I I Lol; <:• • L'EC//EC En �.f t'/e./,4,C/'-,/, /-7 ,Is A/6' $'4C✓Er 7' �7Z I .es..5.4-o .N.Y 2, 4977 I HEREfY CERTIFY TO: /. /kre.5 7Z,,e7S 1044 e ,<40eTG'gGE eo.r T/rr6 ,4f//3ei, 1 'cE cri44, vy 0,-1 Ar/A/.f/E.Sdy-,(• THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL ' STANDARDS AS SET FORTH DY THE FLORIDA !BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 I. FLORIDA STATUTES AND CHAPTER 2I HH-e FLORIDA N. A. DURDEN ADMINISTRATION CODE. & ASSOCIATESINC ..� � , LAND & HYDROGRAPHIC REGISTERED .uR V[roR NO. �.7• rL� - - —_SURVEYORS POST OFFICE BOX 00870--�_, SIGNED Ai",/L 2 , $B BT..'STager SvuT■■ 1a 77 JACKSONVILLE BEACH, FLA. SCALE: I ,�z, /�`� Or?. A NO. 5�°5 ) /7'2" "t) eenGaa..R. if August 18, 1993 Mr. Kim Leinback City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl 32233 Dear Mr. Leinback: My application for a variance as presented to the Comrrunity Development Board, August 17th, 7 : 00 P.M. item "a" on the agenda, was denied. I wish to appeal this decision, and proceed with the desire to build an aluminum carport at 221 SeminoleRoad. I feel that this carport will be attractive to the surrounding neighborhood and will be professionally con- structed. Please advise me of the earliest date for this appeal to be presented. Sincerely, Mrs. Annabell P. Wallace 221 Seminole Road Atlantic Beach, Fl. 32233 241-5814 (home) Enclosures: Pictures of the next door neighbor ' s carport for which she received a variance. Area to be covered by this carport. •.., I I, a t.,., V..; 4 I m p., • ii- ,..i I 1r , = - ..f , , , III I ' .'-- .,,., 1,..,.. . , ..§, p, • i, . im A., ,,„ , .. '''L •fr- • • , • , ( :, ._ s• , ' t! .. •—,. oi. ..:1 ...1, ',..P... . k: it,• , ‘ •, •. • Mom 1, ,,,..- 'i• ...it', - mum t•-t ‘•A\ • i , .dra... , . , - I, ... -tlf, ' c-N is • -t.-3 , 4 • ...,*:4'." ''‘.'‘,,.. • . :- . ki • . . ' ".•''.1, fl \ -' . - i . . _ L •.41.:!„ 1. ..1 4, (, . 'i.e, ;,\., .-„ K. e — , ;.7'. 4- ••• 4,' .;:.. ,. .... sg: # AGIIIIIIIIIIIIr' . K4. :.1 . . . - br• 44 a I: 0 41. =.4' 4 :•4,. rt kt (,,‘, .4.; 1\3. - „,„, t, 1 , -.. O I , 74)... 'I.", ....., :e. . • • i.. ' =,. %,.. . • - .40' f•ft ---....„„. .-.4„ -a .-.. • .. -:.-.-.;:,:'..,•,„. 4',.."-. ^.i..•A4. .1"' I/ I ;.: *ITivik' ,, s t .‘<:., ,, ..,+:iA .\---.. \ -•.. :.,..t.--..,...--t..,(... t--. s .s, - ..\ .- *.-. ... ?, r PV,,144-i• \ — -Itit '• - ft Imo,.4, W. ' ‘44111• 1.k., +N. , ...4'.' ;0 ..__ ''''''.' . I ,-- 4 14411 , . 1.,, .._\ ' 1 i' , I . / . ... I' '' I i k -• , , f'.•.. --; •• • 1 -.4 . . 44.0 •c. • • - .......:::*. \ • ....... .. • '4: •' '' , _ .. • V.-. ,.., t•,.-T., g , MINUTES OF THE COMMUNITY DEVELOPMENT BOARD OF THE CITY OF ATLANTIC BEACH , FLORIDA AUGUST 17 , 1993 7 :00 P .M. CITY HALL PRESENT Gregg McCaulie Ruth Gregg Robert Frohwein Pat Pillmore Mary Walker AND Alan Jensen, City Attorney George Worley , II , CD Director Pat Harris , Recording Secretary ABSENT Mark McGowan Don Wolfson Chairman Gregg McCaulie, called the meeting ,to order and asked for approval of the •minutes from the meeting of July 20 . 1993 . Upon motion duly made and seconded the minutes were approved . OLD BUSINESS : I . Application for Variance filed by Robert and Leona Lowther to enclose a porch which encroaches the rear yard setback at property located at 251 Ocean Forest Drive North. This application was remanded back to the Board by the City Commission after an appeal of the previous denial by the Board in April . Mr . Lowther introduced himself and stated that his wife had an arthritic condition and the proposed construction would allow hi wife better mobility around the house . After discussion , Mrs . Pillmore moved to deny the application . The motion was seconded by Mr . Frohwein and the variance was unanimously denied . II . Application for Use-by-Exception filed by Pan Am Mini Storage . Inc . to allow outside , on-site storage of vehicles at property located ,at 2383 Mayport Road. . Terence ;P . Kane introduced himself to the board and explained that the City Commission suggested he file an application for a use-by- exceptign instead of change in zoning which wa.= originally requestejd. After discussion, Mrs . Gregg moved to defer the application until the next meeting to allow the board time to review further documentation . The motion was seconded by the Chairman and passed unanimously . NEW BUSINESS I . Application for Variance filed by Annabelle P . Wallace to construct an aluminum carport which will encroach the side yard setbacklat property located at 221 Seminole Road . The applicant ' s contractor , Floyd Cardin, introduced himself to the board and presented pictures to the board showing the residence in which the variance was applied for. and the residence next door which h ..d previously been granted a similar variance . He stater? that Mr . Wallace had consented to the variance . After discussion , Mr . Frohwein moved to deny the application , Mrs . Walker seconded the motion and the variance was denied by a vote of 3 - 2 . II . Application for. Variance filed by Jerry Dorsch to construct an addition to the Tappin Book Store which is a non-conforming structure located at 705 Seminole Road. Mr . Dorsch introduced himself to the Board and explained that the variance was needed to enlarge the storage and indexing section of the bookstore . After discussion , Mr . Frohwein moved to grant the variance . The motion was seconded by the Chairman and unanimously passed . III . Application for Use-by-Exception filed by Ted Barrett to allow a . home occupation license at his property located at 377 7th Street . Mir. Barrett introduced himself to the Board and explained that the use-by-exception was requested to allow him .to conduct hid. contracting business at his residence and stated that there would be no outside storage or parking of equipment or supplies . After discussion , Mrs . Gregg moved to recommend to the '"_ t _, Commission that the use-by-exception be granted . Mr . Frchw _ _./. seconded the motion which passed unanimously . Mr . Worley mentioned to the board that due to a possible runoff election the meeting in October may need to be rescheduled . 4 • There being no further business to come before the board on motion made and seconded it was adjourned . SIGNED: ATTEST : • • i �'`"� CITY OF �4I� Beach-llatida Office of Building Official C/�� .�{�1 REQUEST FOR INSPECTION Date / - J c/ _9 0 3 0 Time p� Permit No. Received 00 t a r ,' (cc.q Job Addr-ss Owner's 7 Locality Name / Contractor BUILDING ONCRETE . ELECTRICAL Framing El PLUMBING MECHANICAL Footing Rough Wiring ❑ Rough Re Roofing ❑ Slab CI Temp ❑ He Temp Pole ❑ To Out ❑ Ae Cond. & ❑ Insulation ❑ Lintel El Final ating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab CD Mon. Tues. Wed. Friday P.M. -Inspection Made ./. 3 . ) A.M. _ / P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Mead& Beach-lima/4 Office of Building Official REQUEST FOR INSPECTION Date No. �/ 93 76'30 Time A M \ Received / PM / _ / ' / Job ddress ocality� Owner's . Name _ .,�/�_ / Contractor BUILDI CONCRETE ELECTRICAL PLUMBING raming MECHANICAL Re Roofing ❑ Slab Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Rsuloofn ❑ Siabl ❑ Final ❑ Top Out ❑ Heating ❑ Sewer % ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. �a 040 Frida A.M. Y P.M. i aro Inspection Made w 1 f/'3 Inspector = ■—• _ Final Inspection Q\ 1 Certificate of OccupIncy❑ / Date ACTION ON APPEAL OF VARIANCE DENIAL FOR ANNABELL WALLACE AT 221 SEMINOLE ROAD At the regular meeting of the City Commission held September 27 , 1993 , the appeal by Mrs . Wallace was heard and acted upon. Mrs . Wallace requested a Variance to the side yard setback requirement for the construction of a carport to within three feet of that side property line. At the Community Development Board meeting the board found that insufficient grounds existed to grant the Variance. Mrs . Wallace appealed to the City Commission. At the meeting of the City Commission, Mrs . Wallace explained her desire for the carport including her reasons. The code requirements as well as the physical relationships of the existing and proposed structures was explained by staff. Upon conclusion of deliberations, the City Commission found that Mrs. Wallace did have sufficient grounds to obtain a Variance to the side yard setback requirement and granted her a Variance to permit the construction of an aluminum carport to a point three feet from the north side property line. No future enclosure of this carport is to be permitted, including screen or solid walls. This Variance is to run with the land and is transferable with the title to the property. Georg - Worley, I C ty Planner I r i • CITY OF 18 ''' °1 4Ilaad c i each-41ouda . Office of Building Official ',REQUEST FOR INSPECTION Date -7 19—9, o. /v 3 a Time /0 , �d A.M. /� Received (J� pM, ��C .\ aa � Job Address Locality Owner's Warikie/c.�_ ��NameContractor BUILDING NCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ Fo ' Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made inspector Final Inspection ❑ Certificate of Occupancy ❑ Date esP1-3844 7030 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION - - LOCATION INFORMATION permit Number : 7030 Address : 221 SEMINOLE ROAD Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32231 2lass of Work: ADDITION - LEGAL DESCRIPTION Constr . Type: WOOD FRAME Lot : Block : Section: Proposed Use: GARAGE/CARPORT Township: RNG: 0 Dwellings : 1 Code: 0 subdivision: Estimated Value: $0 .00 Improv. Cost : $0 . 00 Total Fees : $45 .00 Amount Raid:: $45 .00 Date Paid' f•/ 93 ALUMINUM CARPCi PER Pi. - - - - - - OWNER INFORMATION -- - ---- APPLICATION FEES ,7:NWIEEL P . WALLACE PERMIT $45 . 00 221 SEMINOLE ROAD WATER IMPACT FEE . $0 .00 ATLANTI ' PEACH , FLORr SEWER IMPACT FEE S0 00 9ri 4 2 1 - I 4 WATER METER $0 .00 RADON GAS-H . R . S . $0 .00 CONTRACTOR INFORMATION RADON GAS - 5% $0 . 00 Name : PR )PERTY CWNER WATER TAP $0 . 00 ddres SEWER TAP $0 .00 HYDRAULIC SHARE $0 . 00 CAPITAL IMPROVE. $0 . 00 SEC , H IMPACT FEE , $0 GTHER . _ NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." VALIDATION Dia: 07/14/93 A.11190,A ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJffyfit TO REJA .. uivv_R VIOLATION OF APPLICABLE PROVISIONS OF LAW. TENDERED $45.00 CANE $.00 RECEIPT NUMBER: 095493 ATLANTIC BEACH BUILDING DEPARTMENT By: r/("- % CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address c 2 a ( ( /.4 1 /ND[_ R j (C A R Po, % fr9P177 'A-1 ) Date - — 3 Heated Square Footage r @ $ per sq ft = $ __ Garage/Shed @ $ per sq ft = $ arpo Porch 7S @ $J3. Ot per sq ft = $ 3( o 32 0 Deck i @ $ per sq ft = $ / Patio @ $ per sq ft = $ TOTAL VALUATION: $ 1 326 /5- $_ ! i: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : !1 � � 4 N a._).2 ii 1 ( W4- ( L.-f) Address : S( r o I Rc . Phone :. V / r(S / V Lot # Block or Unit # Subdivision: Contractor : C /Aft _ Address : Phone No: '5Q Y a ' °� Describe work to be done: I J A 2_ A ( ii - a, /Do � � Present use of building: 21 (A...) 17 ( ( lZ Valuation of Proposed Construction: I,3 g J - Proposed use: 0- ,A 62 r0 (1-71--- Is this an addition?)/47 If yes , what are the dimensions of the added space:, ft . X 3 ), ft . Will the added area be heated and cooled? " New electrical (or increase)?/1/0 New plumbing fixtures?W 3 New fireplacei1/6 New Heat/AC? ikA© . SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT , IF OWNER IS CONTRACTOR. Signature OWNER „tell G�L . Date: �.�� ,� 3 Signature CONTRACTOR: late : C,\.\ ►l (,1317 F T' PP PPR N�\N �P�cE Rigglawrh) � ._1 U M 2 8 1993 ,� Bu' :'ng an Zoning r FLA.11167 LAWS FS 7 1].1] 'CO Natire rif cornmenrriurnt IPA IN DUFLICATSI `flu fzllium it mttu tenant: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property /e/ i « • General description of improvements 1 • AILt rk-k -(2f c IC, Owner Q " , 1` A U. Gam-/14- ( ( (a C Address ..j� 4 ..j7.431 ( ' p (E »w Owner's interest in site of the improvement ' ' . 1 Fee Simple Title holder (if other than owner) Name N Address. Contractor t,1 C.N Address. 5.....'�} Amount of bond $.1 ''a by owner upon whom notices or other documents may If 0 L, 212 x / 2 44/41) $.� -�J � , rAy/ t per) Ems( iv r E�•��^ ram _ is i......., : /' 'ti q / Y ..s AI . a . 4A- 9 S'C Re"tt., f Ent_ ,2,9...rri-,,,L. APPROVED ,. CITY OF ATLANTIC Bp,.i i I BUILDING 0rF*1^E I JUL 071993 El% —C / i- S i f 1 D ISSITik) 14uN 2 B 1993 IIBuilding and� Qnin i C I , ((c 6/ C A f) (L r' '`�-�• ,f► �? t�� of � � �saw 4 vA- ' k- . -,„„i-,--"fter, . C14,1/ a 1:11.,..r Et, to1.447, 1"114..4i ti f \ c CAM Ak I-II " I-9 .,-.1,.•,.:,!„. .. ,..,-).. I,, , ,,:iii,:4.-• -.. ..0.- ,,'"7. • . .!1, -,.. ,,v.i.; .vt,,;,.,,:•:....,,....;.;:.- •• •.• •, . ... . ,,•,,,• . - • • •. „,,-.4., . - - - ‘ f,,,,,t,,,--,,,,c.,%,v,:'•,,,,,o,,,4.,, ..--„,•:,-. •,• • . , . .. •,-, I If . ft , tr 0 ,--- ?' ... . 01 — -- i- 616 ( 1 0 v E r‘,--.,.., -.. r R 0 . ..‘ • , ...,......,--..„...--...... • ,,,,-,-- CAII ° . 9 BUIL- : t 0 7 ,,....4 ---. -..............,..--„..."...,......—____ orl '393 . ... .• • ••,i, -.... -_,L NI-- ,, zwn-",710.41%.,..."!1,...tv••••••ves.w".....,,,..,..,..,....,........„,....... 1 ..... dfr.A.V.0....,,a,014..V......,11,1■11,11,....,;`,1.........40,,a4.(.14 .. ....... .„. 0 ........0' ■ I r V`,,,.....,16,..01...,....4.4:40.•~••••■...,............. .. B ■ 1". c iliv,t, t t r • -11 v.,„s ?CeI 1 „...-.....,........._........_,......__............._........ .„....-,..„..,,,,.............,..................,.... r . Jrt 0 64 ,ei F awn. \-tlki i \ t IT9liate;‘, a, N„g 1 ,,i‘yo) \n,c1 1 f"‘s:',,,,■ ''!' 1 rAVkv \3‘.1 I ..—:....,..,.....1.,,,,,,............2ssa.- r..........30-71.0010P .ertiVRM.CraXibi,a,454.6,.... " - 1 i • ...."•'.......1,....,011....................10...,.... i 1 1 r.t t f ........1•"■.. ..,........o.....44........ . . . ^ .I ... '"..., ■■,-..............,..... i n , .............. A 1 _r% ...k .... , ....4.71...+.0........VrIal...o.,-err.,.1 4.......1,...v . 144.444.44144.444.44,4441110444.4441444444)1.4414.4oragn4.4444444 4,1"-.....4.1.41,/,,,,,,■14.4 nt 0...,,,,,,,.....,.•...,...../.1,'' i .0414 4.4.41.4•4444"4.1.4111.._)...444■14”)....44 444 44.4.444.1.4•444.44-4.........44., 1 / 4.1,44...41004.444144141.444.4 4 444.444.444444.044.4)............, . 1 •444-440.4•..4.44.444.4...4444444,4444.4.4.4-44.44,4■4 44-4......44........4.441 .,„„....,......„,....,,L ..... --- Ja* .4 ...row Yl . 4 11-. - it igf*/4t . 112.. - 2 /2 x, , 2. _.,----- %lir pAN r - 1,/ s .. ., , S C 1 IA/ S,r ti �VE01("1 L ! ... C1�BV` DIN r ^� u1 1 1gg3 � ! (.._, VT31111917 u • - � 1993 j- 28 �3uilding and Tolling, fiat ''y. .S""7"T• MPS ` '(� 6 '� . ' 100 C. Q (0, 1je (:) ( (?/--- , . . , is Po -slir ' ' i I sTi >' c Q•v c .Q a. tv 6 1."--14 7 , _ 11 t I c w � Fo 0`7,_ ,; :4 P' 2,.4 w,a. l` /...Y.....44 • 2 / cr wr (J0 2 P- APPROVED,. �, ..i' CITY OF ATLANTIC � BUILDING Or-'^F JUG 07 1993 i hi F +sTiN 5 -- r - - - . LI , ‘"--/-- 1 13 NEW n)j) IlL 1 , t lu'r 9 ` ---4 . rJ no to l- ------j......,...“.............714. -PP ,p�Z,��P lNINA Si I i I, t J_i n E-)t ••sTi A1 5.' HOkkre - . r a - - -r--L-- f I � Ew I G� al i 1 fu'r a ` ---4 N I s4P Cyst —LNG& e \4). °(NJ �,o A 0 . ( , / , D E C , .,. I: . .4.4,L) JUN 281993 21 56- ti ov°c- " /69 Building and Zoning I 1 .1,74■ II,. • •...J. '.,• ...- " . • .•,. 1 . . . .." .- ■ . . . . , i,d1 i • • ■ . .... . ARCHITEOWSNOINRERS CRRTIFICATTOA COMM.T. OU.T73.V.TrA7W;! CT:DE FCH ALL vsnaoR STRU7ORES TO 137; LOCAT30 vvrelli GIL-X 0; TL.WI i_17Acn, eLoTti•in APPLALCANT' S 14W!.,,,____ _____ ______WKOVE 'Alfril itN (i iilici--7 (.:,,W7In 14',`.!-I.S:L -4\ii.L,, , -, - ..: ,..:.-.._. - . -,,;„,R.F. TAX Tin OF MOJi'31 ( )Tiew Home ( )Resi' ential kiditin ( ) )vrP9e ( )uo •i ( )Nuw clommt7,7oiaA4 )Comflr :.ial Adr. i• ion (; .1.-- ( anther , ...;...---- • - -"""------- 9),1 Ca iriE.17,'? 1.DRE 5: 1..!\, 4.... ..4.`r.2.e,..I.t.c..::,1 ; a ,....___....---.....:-. .-— ( ) We caim the strAct •ira to b,b ea:ompt CE iWilOW?: ) CPIravo with rx !,Nravllion f7.)i- oc: npAncy - onq aAd two famil7 cnly ( ) Pier , DocX, ete , . ( ) Other (s2enify)(„i4E,p9P-7,1 ( I aso certify that no structure listed above may be remodeled or onverted to a non-exempt use wit14 7. b'ing upgracied to full ). ocmply with 1, ta ocdinance. CFro- IICA7ia TW.s or., *iito that thrs plans and sl)eciEioatiollA eubliAtted an.il, selsei isy Cle undt!rti,qad mc,..lt all e!riierka net forth by the City of Atlantio Poach Ccaxtal CometruAim Code. Root coverinq is eartot iiom !Cat .1-0 i7.4:,% Laquirsment!1 et 14e Ce74,f.0!al Coostruotir)n Code, but nv±-t all the other rocuiremsnts of the City of Atlantic Btach FaJld' . coc)t. ; I ( > ) The struQtore including fovhdation, 4m), vee eoc%ing, etterior walls and f. cis has been dtsiclned f*r wiAd lwJir:%, 110 mritl, wit'l R11 dw,..in cw7lyinq with te 19 # Cbavter 12 , Stander4 WIlldialg _ - - - ' PI 1-) WIndovs , doors and all other extlor das comply with the I1Q mp.h. wInd IcAscl. , . . , . . structu ce,:l outsid . tbe area affected li;‘,4 wave / 167004, OR mik ) Thlq, strem , is ce.pable of withstandin;74 wavt- fora recIlltthg fr.om U4AM oreost /1*light ol.'__._ _______f,!at above W.M., inrlualnp wlift for;scri. / ...... ....,,...orr v., .... INJ(4 ) Tlie structure is located in m Zonit A end thA tounaation ( diisin has clasiaored possible enposure to water end e):oslon, Oft. ("?) The structure 1.1 :1 :icatA in rth Zcne X and the fo...indation will not be expr;aed tu hnirodynetric , hydratatic 10 -l' ol. watr ( . . rA scour. c'll Nq ) Foundition detTion has L1,,en completed with floor elovation ablve the :r.pecitiod r:'illwater &•itation, afld to rsit wav , hydrodynamic . l'.yd:xof,tatic aLe wind Ice(i (Alug c,imultenPously " „.. I with dead loada . Erosion computations to the iclanation cisiqn he.;,70t taken into aCcoont the projklctei 30-yeal erosion logsts from a 100 ye:;.ar st:Irm nvent nnd all vertict.%J. anki late'eal erosion including scour cauged by the structural comments , ...... 6 .q.,;...... .. . - .., ........— 10) No excavation of dunes is included in this projact , OR 04-) Done excavation permit is attacl.f:d. e,-.P0 Certifd thi clL/eday of P 'orida Architect 's License No. Professional Engineer's Licen5e No l' 4;piPT- ='- '- : . ' • • OWNER BUILDER PERMIT AFFIDAVIT State of Florida City of Atlantic Leach ) BEFORE _ , the un rsigned authority, personally appeared /4 N i_ � (,!� who upon firaat t.rirag duly sworn, deposes and sayss 1 4 dL a /h.� L �,��_J' GJA-- I ( E. , and the legal owner of the following property: • Subdivision xt�! ...._ � �� Block Lots • AKA -• /4----x4. I am applying for a building permit pursuant .o the Owner Builder exemption set forth in Florida Statute, Section 489. 107. Florida law requires that Irhave been provided with the following DISCLOSURE STATEMENT; DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to ,act as your own contractor even though you do not have a licence. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of 4125,000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within one year after the construction is complete, the law will presume that you built it for sale or Imam. TABLE 2 : MAXIMUM SPANS FOR ALUMINUM COMPOSITE ROOF PANELS INDUSTRY STANDARD PANEL W/ALUMINUM SHEATHING 3105-H14/H-25 ALLOY 1 . 0 # EPS CORE DENSITY GLASS ROOMS AND OTHER ENCLOSED BUILDINGS 3"x 0. 024" 100 MPH W. L. 11 '- 5" 11 '- 7" 12 '- 1" 12'- 8" r 110 MPH W. L. 10'- 5" 10'- 7" 11 '- 1" 11 '- 8" 120 MPH W. L. 9'- 7" 9'- 10" 10'- 5" 11 '- 0" 3"x 0. 032" 100 MPH W. L. 12 '- 4" 12 '- 6" 13'- 0" 13'- 7" 110 MPH W. L. 11 '- 3" 11 '- 5" 11 '- 11" 12 '- 6" 120 MPH W. L. 10'- 5" 10'- 7" 11 '- 1" 11 '- 8" 4"x 0. 024" 100 MPH W. L. 12'- 4" 12'- 6" 13'- 0" 13'- 7" 110 MPH W. L. 11 '- 1" 11 '- 4" 11 '- 10" 12 '- 5" 120 MPH W. L. 10'- 3" 10'- 6" 11 '- 1" 11 '- 8" 4"x 0. 032" 100 MPH W. L. 14'- 1" 14'- 3" 14'- 8" 15'- 3" 110 MPH W. L. 12'- 10" 13'- 1" 13'- 5" 14'- 0" 120 MPH W. L. 11 '- 10" 12 '- 0" 12'- 6" 13'- 1" MAXIMUM SPANS FOR ALUMINUM COMPOSITE ROOF PANELS MANUFACTURED STRUCTURAL PANELS, INC W/ALUMINUM SHEATHING 3105-H14/H-25 ALLOY 1 . 0 # EPS CORE DENSITY GLASS ROOMS AND OTHER ENCLOSED BUILDINGS 3"x 0. 019" 100 MPH W. L. 11 '- 6" 11 '- 8" 12'- 2" 13'- 0" 110 MPH W. L. 10'- 1" 10'- 3" 10'- 10" 11 '- 9" 120 MPH W. L. 9'- 4" 9'- 6" 10'- 2" 11 '- 1" 3"x 0.024" --- ------------- ------- 100 MPH W. L. 13'- 10" 14'- 0" 14'- 5" 15'- 1" 110 MPH W. L. 12 '- 1" 12'- 4" 12'- 9" 13'- 6" 120 MPH W. L. 11 '- 2" 11 '- 5" 11 '- 11" 12'- 8" 3"x 0. 032" 100 MPH W. L. 15 '- 5" 15'- 7" 15 '- 11"-�_ __ 16'- 7" 110 MPH W. L. 13'- 6" 13'- 8" 14'- 1" 14'- 10" 120 MPH W. L. 12'- 6" 12'- 8" 13'- 0" 13'- 10" • NOTE: TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG NOTE: FOR DEAD + LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES 1 . 20 #/SF USE 100 MPH W. L. TABLES. 2. 30 #/SF USE 110 MPH W. L. TABLES. 7 TABLE 4: MAX. FRONT WALL BEAM SPANS SCREEN & GLASS ROOMS 6063 T-6 ALLOY FOR SPAN = L ON DRAWING USE LARGER OF: "A" = W/2+ OVERHANG OR "W/2" BEAM SIZE EXAMPLE: FOR "A"= 5 ' + 1 '= 6' GO TO 6 ' WIDTH "A" WIDTH "A" 100 MPH W. LOAD 110 MPH W.- LOAD 120 MPH W. LOAD* --- --- -- ---- --- --- - ---- 2"x 2"x0. 044" EXT 5 ' 6'- 7" 6' - 0" 5 '- 7" 6 ' EXAMPLE: L = 6'- 0" 5 ' - 6" 5 '- 5" 7 ' 5 '- 7" 5 '- 1" 4 ' - 8" 8 ' 5 '- 2" 4'- 9" 4'- 5" 9' 4'- 11" 4'- 6" 4 ' - 2" 10' 4'- 8" 4' - 3" 3 '- 11" 2"x 2"x0. 050" EXT 5 ' 7 '- 4" 6'- 8" 6' - 2" 6 ' 6'- 8" 6'- 1" 5' - 8" 7 ' 6'- 2" 5 '- 8" 5 '- 3" 8' 5'- 9" 5 '- 3" 4'- 10" 9' 5'- 5" 5'- 0" 4 ' - 7" 10 ' 5'- 2" 4' - 8" 4'- 4" 2"x 2"x 0.093" OR 2"x 2"x 0. 050" EXT 5' 9'- 3" 8'- 5" 8'- 0" 6 ' 8'- 5" 7'- 8" 7'- 3" 7 ' 7'- 10" 7'- 1" 6'- 9" 8' 7'- 3" 6'- 8" 6 '- 4" 9' 6'- 11" 6' - 3" 5 '- 11" 10' 6'- 6" 5 '- 11" 5 '- 8" 3"x 2"x 0.050" EXT 5 ' 7'- 9" 7'- 0' 6'- 6" 6' 7'- 0" 6'- 5" 5 '- 11" 7 ' 6'- 6" 5'- 11" 5 '- 6" 8 ' 6'- 1" 5 '- 7" 5 '- 2" 9' 5'- 9" 5'- 3" 4'- 10" 10 ' 5'- 5" 5 '- 0" 4'- 6" 3"x 2"x 0. 070" EXT 5 ' 9'- 10" 9'- 0" 8'- 4" 6' 9'- 0" 8'- 3" 7 '- 7" 7 ' 8'- 4" 7'- 7" 7'- 0" 8' 7'- 9" 7'- 1" 6'- 5" 9' 7'- 4" 6'- 8" 6'- 2" 10' 7'- 0" 6'- 4" 5 '- 11" 2"x 3"x 0. 050" TILT BEAM 9'- 3" 8'- 5" 7 '- 10" 6' 8'- 5" 7'- 8" 7'- 1" 7 ' 7'- 10" 7'- 1" 6'- 7" 8' 7 '- 3" 6'- 8" 6' - 2" 9' 6'- 10" 6'- 3" 5 '- 10" 10' 6'- 6" 5 '- 11" 5 '- 6" 2"x 4"x 0.050" TILT BEAM 5' 11 '- 1" 10'- 3" 9'- 6" 6' 10'- 3" 9'- 5" 8'- 8" 7 ' 9'- 6" 8'- 8" 8' - 0" 8' 8'- 11" 8'- 1" 7'- 6" 9' 8'- 5" 7'- 8" 7 '- 1" 10' 8'- 0" 7'- 3" 6'- 9" O * 120 MPH WIND LOAD EXCEEDS LIVE LOAD REQUIREMENT FOR WALKON ROOF USE THIS COLUMN FOR SELECTION OF BEAM FOR WALK ON ROOF. 1 9 TABLE 1 : MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS OPEN BUILDING SPAN USE "A" • AS SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIED ALUMININUM INDUSTRY STANDARDS 3105-H14 OR H25 3.0"X 12"X 0. 026 NO 0. H. 1 ' 0. H. 2' 0. H. 3' 0. H 4' 0. H. 100 MPH W. LOAD 14'- 3" 14 '- 7" 14 '- 10" 15'- 7" 16 '- 3" 110 MPH W. LOAD 12'- 11" 13 '- 1" 13'- 6" 14'- 2" 16'- 1" 120 MPH W. LOAD 12'- 3" 12 '- 4" 12'- 10" 13'- 6" 14 '- 11" 3.0"X 12"X 0.032 100 MPH W. LOAD 16'- 2" 16'- 4" 16'- 8" 17 '- 3" 18'- 1" 110 MPH W. LOAD 14'- 10" 14 '- 11" 15'- 4" 15 '- 11" 16'- 10" 120 MPH W. LOAD 14'- 0" 14'- 2" 14'- 7" 14'- 10" 16 '- 2" 3. 0"X 12"X 0.036 100 MPH W. LOAD 17 '- 7" 17 '- 8" 18'- 0" 18'- 7" 19'- 3" 110 MPH W. LOAD 16'- 0" 16'- 2" 16'- 6" 17 '- 1" 17 '- 11" 120 MPH W. LOAD 15'- 2" 15'- 4" 15'- 8" 16'- 4" 17'- 2" 3. 0"X 12"X 0.040 100 MPH W. LOAD 19'- 10" 19'- 11" 20'- 2" 20'- 8" 21'- 4" 110 MPH W. LOAD 18'- 1" 18'- 2" 18'- 6" 19'- 0" 19'- 9" 120 MPH W. LOAD 17'- 2" 17'- 3" 17'- 7" 18'- 2" 18'- 11" "W" PANELS 12.5"X 2.5"X0.028" NO 0. H. 1 ' 0. H. 2' 0. H. 3' 0. H 4' 0. H. 100 MPH W. LOAD 12'- 6" 12'- 8" 13'- 2" 13'- 11" 14'- 10" 110 MPH W. LOAD 11 '- 5" 11 '- 7" 12'- 1" 12'- 11" 13'- 11" 120 MPH W. LOAD 10'- 10" 11 '- 0" 11 '- 7" 12'- 5" 13'- 6" 12.5"X 2_5"X0.034" 100 MPH W. LOAD 14'- 0" 14'- 1" 14'- 6" 15'- 2" 16'- 1" 110 MPH W. LOAD 12'- 9" 12'- 11" 13'- 4" 14'- 1" 15'- 0" 120 MPH W. LOAD 12'- 1" 12'- 1" 12'- 9" 13'- 6" 14'- 6" TABLE 1. CONTINUED ROYAL ALUMINUM SUPER-PAN PANELS 3105-H28 PAT # 4, 918_898 PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIE 2. 5"X 12"X 0.022 NO O. H. 1 ' O. H. 2' O. H. 3' O. H 4' 0, H_ 100 MPH W. LOAD 16'- 5" 16'- 6" 16'- 10" 17 '- 4" 18'- 1 110 MPH W. LOAD 14'- 10" 14'- 11" 15'- 3" 15'- 10" 16'- 6 120 MPH W. LOAD 13'- 11" 14'- 1" 14'- 5" 15 '- 0" 15'- 11 2. 5"X 12"X 0.028 100 MPH W. LOAD 18'- 11" 19'- 0" 19'- 4" 19'- 9" 20'- 5 110 MPH W. LOAD 17'- 1" 17 '- 2" 17'- 6" 18'- 0" 18'- 8 120 MPH W. LOAD 16'- 1" 16'- 3" 16'- 7" 17'- 1" 17'- 10 2_5"X 12"X 0.030 100 MPH W. LOAD 19'- 10 19'- 11" 20'- 2" 20'- 7" 21 '- 3 110 MPH W. LOAD 17'- 11 18'- 0" 18'- 3" 18'- 9" 19'- 5 120 MPH W. LOAD 16'- 10" 17'- 0" 17'- 3" 17'- 10" 18'- 6 2.5"X 12"X 0.036 100 MPH W. LOAD 21 '- 7" 21 '- 8" 21'- 11" 22' - 4" 22'- 11 110 MPH W. LOAD 19'- 6" 19'- 8" 19'- 11" 20'- 4" 21 '- 0 120 MPH W. LOAD 18'- 5" 18'- 6" 18'- 10" 19'- 3" 19'- 11' "W" PANELS 12.5"X 2.5"X0.028" NO O. _H. 1' O. H. 2_' O. H. 3' 0, H 4' O.' _H. 100 MPH W. LOAD 17'- 4" 17'- 5" 17'- 9" 18'- 4" 19'- 1" 110 MPH W. LOAD 15'- 10" 15 '- 11" 16'- 2" 16'- 11" 17'- 8" 120 MPH W. LOAD 15'- 0" 15 '- 1" 15'- 6" 16'- 2" 17'- 0" 12.5"X 2.5"X0.034" 100 MPH W. LOAD 19'- 2" 19'- 3" 19'- 7" 20'- 1" 20'- 9" 110 MPH W. LOAD 17'- 6" 17'- 7" 17'- 11" 18'- 6" 19'- 2" 120 MPH W. LOAD 16'- 7" 16'- 8" 17'- 0" 17 '- 7" 18'- 5" • ADD LENGHTS OF OVERHANGS TO "W" FOR TOTAL CARPORT WIDTH. NOTE: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE IT IS RECOMMENDED_ THAT THE ROOF PANS BE SELECTED FROM THE GLASS ROOM SPAN TABLES. 10 TABLE 2 : MAX. ROOF BEAM SPANS FOR ALL CARPORTS 6063 T-6 ALLOY BEAM SIZE FOR SPAN = L ON DRAWING USE "A" = W + O.H. OR "W" 2"x 3"x0. 05" TILT BEAM EXAMPLE: "A"= 7'+ 2 ' = 9' SEE 9' WIDTH "A" WIDTH "A" WALK ON R. /120 MPH W. L. 100 MPH W. L. 110 MPH W. L. 5 ' 8'- 0" 9'- 3" 8'- 5" 6' 7'- 4" 8'- 5" 7'- 8" 7 ' 6'- 9" 7'- 10" 7'- 1" 8 ' 6'- 4" 7'- 4" 6'- 8" 9' EXAMPLE 5'- 11" 6'- 10" 6'- 3" 10' 5'- 8" -6''''' 6" 5 '- 11" 11 ' 5'- 5" 6'- 3" 5 '- 8" 12' 5'- 2" 5'- 11" 5 '- 5" 2"x 4"x0. 050" TILT BEAM 5 ' 9'- 9" 11 '- 3" 10'- 3" 6 ' 8'- 11" 10'- 3" 9 '- 5" 7 ' 8'- 3" 9'- 6" 8'- 8" 8' 7'- 9" 8'- 11" 8'- 2" 9' 7'- 3" 8'- 5" 7'- 8" 10' 6'- 11" 8'- 0" 7 '- 3" 11 ' 6'- 7" 7'- 7" 6'- 11" 12 ' 6'- 3" 7'- 3" 6'- 8" 2"x 4"x x 0. 044"x 0. 120" S.M.B. 5 ' 12'- 10" 14'- 10" 13'- 6" 6' 11 '- 8" 13'- 6" 12'- 4" 7 ' 10'- 10" 12'- 6" 11 '- 5" 8' 10'- 1" 11 ' - 8" 10'- 8" 9 ' 9'- 6" 11 '- 0" 10'- 1" 10' 9'- 0" 10'- 5" 9'- 6" 11 ' 8'- 7" 10'- 0" 9'- 1" 12' 8'- 3" 9'- 6" 8'- 8" 2"x 5"x 0. 050"x 0. 120" S.M.B. 5' 15 '- 2" 17 '- 6" 16'- 0" 6' 13'- 10" 16'- 0" 14'- 7" 7' 12'- 10" 14'- 10" 13'- 6" 8' 12'- 0" 13'- 10" 12 '- 7" 9 ' 11'- 3" 13'- 0" 11 '- 11" 10' 10'- 8" 12' - 1" 11 '- 9" 11 ' 10'- 3" 11 '- 10" 10'- 9" 12 ' 9'- 9" 11 ' - 3" 10'- 4" 2"x 6"x 0. 050"x 0. 120" S.M.B. 5 ' 17 '- 10" 20' - 6" 18'- 9" 6' 16'- 6" 18' - 9" 17 '- 1" 7' 15 '- 0" 17'- 4" 15 '- 10" 8' 14'- 1" 16'- 3" 14'- 10" 9' 13'- 3" 15'- 4" 14'- 0" 10 ' 12 '- 5" 14' - 6" 13'- 3" 11 ' 12'- 0" 13'- 10" 12 ' - 8" 12 ' 11 '- 6" 13'- 3" 12 '- 1" 12 • TABLE 4 : MAX. ROOF AREA FOR ALUMINUM CARPORT POST FOR ALLOWABLE ROOF AREA USE "AREA" = S X (W/2 + O.H. ) EXAMPLE: "S"= 7' , W = 12 ' , & 0.H. += 2 ' THUS: "AREA" = 56 SF POST TYPE MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POST IN SF DESIGN LOADS AND WIND_VELOCITY_LOADS_ POST HGT POST MAX # WALKON 100 MPH 110 MPH 120 MPH, 3"x 3"x0. 060" ROLL FORMED** --- --- --- --- --- ---- 12 '- 0" 5, 200 260 347 289 248 16 '- 0" 3,640 182 243 202 173 2"x 2"x 0. 093" OR 2"x 3"x 0050" EXTRUSION* 7 '- 9" 6, 960 348 464 387 331 12 ' - 0" 4,060 203 270 226 193 3"x 2"x 0. 070" EXTRUSION* 8'- 2" 7, 100 426 567 473 406 12 '- 0" 4,970 249 331 276 236 3"x 3"x0. 060" SCALLOPED* 11 ,-10" 8, 640 432 576 480 411 16'- 0" 6 , 120 306 408 340 291 3"x 3"x 0. 90" TUBE* 11 '-10" 12 ,960 648 864 720 617 16 '- 0" 9, 180 459 612 510 437 3"x 3"x 0. 125" TUBE* 13'- 3" 13, 500 675 900 750 643 16 '- 0" 8, 000 500 667 556 476 4"x 4"x 0. 125" TUBE* 15 ' - 9" 23, 280 1164 1588 1293 1109 20 '- 0" 18,430 921 1229 1024 878 * ALLOY 6063 T-6 ** ALLOY 3105 H16 TABLE 5 : ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST WL ISSOLATED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH POURED CONCRETE --- --- --- --- --- - 1 '-0"X 1 '-0"X 1 '-0" 29 25 21 1 ' -4"X 1 ' -4"X 1 '-4" 86 72 61 1 '-6"X 1 '-6"X 2'-0" 163 136 116 1 '-8"X 1 ' -8"X 2'-0" 187 156 134 1 '-8"X 1 '-8"X 2'-6" 275 229 196 2 '-0"X 2 ' -0"X 2'-0" 346 288 257 2 ' -6"X 2' -6"X 2 '-6" 463 386 331 PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB 1 '-4"X 1 '-4"X 2 '-4" 117 97 56 14 LAWRENCE E. BENNETT CIVIL ENGINEER & DEVELOPMENT CONSULTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121-4368 TELEPHONE 904/253-9960 TO WHOM IT MAY 'CONCERN This letter is to certify that these span and height tables have been prepared in "accordance with the writers interpretation of the building codes referred to in the following pages . Structures sized with this manual are designed to withstand wind velocity loads , walkon live loads , and/or loads as listed. Span and height tables of this manual are reproduced in reduced form on the drawings that corresponds to the type of structure the spans or heights are for. This booklet is for ease of reading and does not require signature on every page to comply with Florida statutes governing Professional Engineers. Such booklets as this may be certified using a certification ' aTke containing a table contents on the certification page . ict-t-eciAe-tA-vta CER FIED JULY 5, 1992 BY: LA 'ENCE E. BENNETT, P. E. Fl # 16644; Ga # 9536; Ky # 17050 TABLE OF CONTENTS STRUCTURE TYPE PAGE # DESCRIPTION ALL TYPES 1 & 2 . Design theory & various load conditions POOL/SCREEN ENCLOSURES 3. Snow Load conversion to wind load table 4. & 4a. Roof beam spans 5. & 5a. Wall upright heights , min. # screws for beam to upright & splice connection GLASS ROOMS 6. Glass room roof pan span 7 . Composite panel roof spans 8 . Screen, glass , & vinyl room upright heights 9. " ft " front wall beam span SCREEN/VINYL ROOMS & CARPORTS 10. Roof pan spans 11 . Roof pan & composite panel spans 12 . Roof beam spans 13. Roof beam spans & Thru bolt schedule 14 . Post & isolated footing details MISCELLANEOUS 15 . Post capacities of aluminum post used as support for conventional framed house beam for porch It 16. Roof over pan spans ai) u ,SIN 2 8 1993 and Zo �1n1" Civil Engineering, Land Planning, Environmental Engineering, Feasibility Studies 9 3 0 0 0 4 DESIGN LOAD REQUIREMENTS FROM TABLE 1205. 2B SBC 1991 Load case I . Roof slope 10< a < 30 (Minus coefficients = Uplift load) ENCLOSED BUILDINGS WALLS ROOFS WALLS ROOFS +0. 7 -0 . 8 +0. 8 -1 . 0 +1 . 1 -1 . 0 +0. 7 -0. 75 PARTIALLY ENCLOSED BUILDING +0. 3 -1 . 8 -0. 9 -1 . 4 -1 . 4 -1 . 4 -1 . 1 -1 . 2 COMPLETELY OPEN BUILDING N/A -0. 7 N/A -0. 7 N/A -0. 7 N/A -0. 7 The below listed loads reflect the worst case load condition for the coefficients listed above. Table 2. DESIGN LIVE WIND VELOCITY LOADS STRUCTURE TYPE VELOCITY (MPH) LOAD IN #k/SF 1 . SCREEN/VINYL ROOF ALL +/- 7 2 . SCREEN/VINYL WALLS ALL +/- 13 3 . GLASS ROOMS (ENCLOSED) SOLID ROOF SOILD WALLS 95 -27/+19 -13/+15 100 -29/+21 -15/+17 110 -35/+29 -18/+20 120 -41/+33 -20/+23 4. SCREEN/VINYL ROOMS AND ATTACHED/FREESTANDING CARPORTS A. SOLID ROOF 95 -13 N/A 100 -15 N/A 110 -18 N/A 120 -21 N/A 5 . All calculations for beams and upright assumes a rigid connections at the point the two members are joined as well as splices . For connection details see corresponding drawings . 6. When converting a Screen Room to a Glass Room the adequacy of the roof member must be checked against the appropriate Glass Room roof table . For Screen Rooms that are to be converted later it is recommended that the Glass Room roof tables be used initially. 2 TABLE 1: MAXIMUM SPANS FOR POOL ROOF MEMBERS ALUMINUM 6063 T-6 ALLOY USING SCREEN PANEL WIDTH "W" FROM DRAWING SELECT SPAN "L" ON DRAWING MAXIMUM SPAN "L" WIDTH "W" = 3' 4' 5' 6' 7' 8' 9' EXTRUSIONS 1"x2"x0.044" 9'- 4" 8'- 1" 7'- 3" 6'- 7" 6'- 1" 5'- 9" 5'- 5" 2"x2"x0.044" 12'- ft" 10'-10" 9'- 8" 8'-11" 8'- 2" 7'- 8" 7'- 1" 2"x2"x0.05" 13'- 6" 11'- 9" 10'- 7" 9'- 8" 9'- 0" 8'- 5" 7'-11" 2"x2"x0.05" OR 2"x3"X0.093" 16'-11" 14'- 9" 13'- 3" 12'- 2" 11'- 3" 10'- 7" 10'- 0" SELF MATING BEAMS 2"x4"x0.044"x0.12" 27'- 4" 23'-10" 21'- 4" 19'- 7" 18'- 2" 17'- 0" 16'- 0" 2"x5"x0.05x0.12" 33'- 6" 29'- 9" 27'-11" 25'- 1" 23'- 7" 22'- 5" 21'- 5" 2"x6"x0.05x0.12" 37'- 6" 32'- 6" 29'- 9" 27'- 0" 25'- 1" 23'- 6" 22'- 2" 2"x7"x0.05x0.12" 40'- 9" 35'-11" 32'- 3" 29'- 7" 27'- 5" 26'- 1" 24'- 3" 2"x8"x0.07x0.22" 55'- 3" 48'- 0" 43'- 3" 39'- 9" 36'- 1" 35'- 4" 34'- 8" 2"x9"x0.07x0.22" 59'-10" 51'-10" 46'- 9" 42'-11" 39'-11" 37'- 6" 35'- 5" 2"x9"x0.07x0.31" 66'- 5" 58'- 2" 52'- 4" 48'- 0" 44'- 7" 41'-10" 40'- 1" SNAP EXTRUSIONS 2"x2"x0.044" 14'- 0" 12'- 3" 10'-11" 10'- 0" 9'- 2" 8'- 8" 8'- 2" 2"x3"x0.045" 18'- 5" 16'- 1" 14'- 5" 13'- 2" 12'- 3" 11'- 5" 10'-10" 2"x4"x0.045" 23'- 2" 20 '- 0" 18'- 1" 16'- 6" 15'- 3" 14'- 4" 13'- 6" 2"x6"x0.064" 37'- 2" 32'-10" 29'- 6" 27'- 0" 25'- 1" 23'- 6" 22'- 2" 2"x7"x0.078" 43'- 2" 37'- 9" 34'- 0" 31'- 2" 29'- 0" 27'- 2" 25'- 8" DOES NOT INCLUDE LENGHT OF KNEE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO ABOVE SPANS FOR TOTAL SPAN. 4 TABLE 2: MAXIMUM HEIGHTS FOR POOL WALL MEMBERS ALUMINUM 6063 T-6 ALLOY USING SCREEN PANEL WIDTH "W" FROM DRAWING SELECT SPAN "L" ON DRAWING MAXIMUM SPAN "L" WIDTH "W" = 3' 4' 5' 6' 7' 8' 9' EXTRUSIONS 1"x2"x0.044" 6'-10" 5'-11" 5'- 4" 4'-10" 4'- 6" 4'- 2" 3'-11" 2"x2"x0.044" 9'- 2" 7'-11" 7'- 1" 6'- 6" 6'- 0" 5'- 7" 5'- 3" 2"x3"x0.05" OR 2"x2"X0.093" 12'-10" 11'- 1" 9'-11" 9'- 1" 8'- 5" 7'-10" 7'- 5" SELF MATING BEAMS 2"x4"x0.044"x0.12" 20'- 6" 17'- 9" 15'-11" 14'- 6" 13'- 5" 12'- 6" 11'-10" 2"x5"x0.05x0.12" 25'- 2" 20'-10" 18'-10" 17'- 6" 16'- 4" 14'- 5" 13'- 9" 2"x6"x0.05x0.12" 28'- 6" 24'- 8" 22'- 1" 20'- 2" 18'- 8" 17'- 5" 16'- 5" 2"x7"x0.05x0.12" 31'- 2" 27'- 1" 24'- 3" 22'- 1" 20'- 6" 19'- 2" 18'- 1" 2"x8"x0.07x0.22" 42'- 5" 36'- 8" 32'- 1" 30'- 0" 27'- 9" 25'-11" 24'- 5" 2"x9"x0.07x0.22" 45'-11" 39'-10" 35'- 7" 32'- 6" 30'-11" 28'- 2" 26'- 6" 2"x9"x0.07x0.22" 51'- 0" 44'- 2" 39'- 6" 36'- 0" 33'- 4" 31'- 3" 29'- 5" SNAP EXTRUSIONS 2"x2"x0.044" 10'- 6" 9'- 1" 8'- 2" 7'- 5" 6'-10" 6'- 5" 6'- 1" 2"x3"x0.045" 13'-10" 12'- 0" 10'- 8" 9'- 7" 9'- 0" 8'- 5" 8'- 0" 2"x4"x0.045" 17'- 5" 15'- 1" 13'- 6" 12'- 3" 11'- 4" 10'- 8" 10'- 0" 2"x6"x0.064" 28'- 6" 24'- 8" 22'- 1" 20'- 2" 18'- 8" 17'- 5" 16'- 5" 2"x7"x0.078" 33'- 1" 28'- 8" 25'- 8" 23'- 5" 21'- 8" 20'- 3" 19'- 1" DOES NOT INCLUDE LENGTH OF KNEE BRACE. ADD VERTICAL LENGTH OF KNEE BRACE TO ABOVE HEIGHTS FOR TOTAL HEIGHT. 4 4 5 GLASS ROOMS 4 typ 3/ k LLI : `3.,., Aluminum beams I I _ ( 1393 PAGE 3 of 3 "W" A PPR O V APPROVED D "W11 ,J U N Detail 2 typ CITY OF ATLANTIC BEACH PAGE 2 of 3 BUILDING OFTICEDetml PAGE 2 of 3 m °'P..iiT ...: JU 071.3 / 1 i��pi,ng and Zani g T^ �-_®._ r a t. ig41\ Screen fYP • o - il'I(? I I` I Cab les ryp N , vj'Nib) ,° ._v r't 1: a•. r 1 A I,.� I .1 - H I , , See schedule o ra I,__I ,IUII:�,__ d q ■�'s•:r 1`' Screen typ. I = 11Xn:a na tialt7p amela'�lU ri nI�I.R ilri�u�fTVP � :.9y,..ms4.,14W 1!;.4U`I ITI91"=1y ,y q 4 _111,'11101*. �jj1l jjX�IU°'-^?� B' IQII�15 �latll:• i." ' StiiUMws H-�ptik_Ill I? = 1! Nl ip=1r-_,.- - 3 �iiMLllajf"E. 1111 Nr-'. niZ. � M■ t1.T1 y =c 0 �,.p?' III _ -- •T. Detail 3 typ -.p I"x2^typ Detail 3 typ Cables typ. PAGE 2 of 3 PAGE 2 of 3 TYPICAL DOME ROOF ELEVATION TYPICAL MANSARD ROOF ELEVATION NT.S. 1' .T.S. \�h Aluminum beams �-�_ `S4Y• Alt inum beam typ. see table I - ��a See Table I Existing structure. PAGE 3 of 3 ,•! ��= PAGE 3 of 3 '�� • FA 111-1 A111011111111111111111 Perimeter member .i.,..„ _.:...._. ■. s'-I� Per all around.me ° :•a �•'�' ,�' I•x2" tyP ;tyt; ' / cp:ts Cables t Conc. slab See schedule. `/ footing. typ. PAGE 2 of 3 ` I"z 2" typ. \/ See table 2 TYPICAL DOME ROOF ISOMETRIC TYPICAL MANSARD ROOF ISOMETRIC N.T S N.T.S. nust be notched •turlin5. I"x2"ext fastened to 2"x2'rwith N°10 x I I/2"SMS at 24"o.c. OR SNAP BEAM 2"x 2' purlins attach to beams EQUIV. 111111110r with 2 ne.l0 e 1 1/2'sms 3/4"mtn spacing o�t.�►j� NOTES ..W.._Screen panel spacing Nt` Cut for overlap ® II ® Cut for overlap Lin connection ® a p O connection "L Maximum beam span without knee brace o 0 0 I add length of knee brace to span from span O 0 o tables. 0 I ® 0 �0' 3/4"min spacing J 0 .4 ' -- "H"= Maximum upright heights 0un ® ® .4/0 ® "SW".Side walls con ue framed 0 0 Cut for plate connection without top beam and can be O a (plate inside beam) J m m smallest extrusions allowed In span •i vii vii NOTE Screw pattern for tables (min 2��x 2"x 0 04'x) i,.of the connection using TABLE 1 PG 3 of 3 • See Table 3 for rvmber notched smb will vary from J ru N of screws per connect the shown same.no and ' PAGE 3 of 3 spacing applies. DETAIL N° 2 TYPICAL SIDE PLATE CONNECTION DETAIL N° 3 9 -- 0 0 0 4 0 ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PROPERTY OF LAWRENCE E. DENNETT AND MAY NOT BE REPRODUCED/COPIED, OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS Roll VALID WITHOUT Mr. BENNETT'S SIGNATURE AND EMBOSED SEAL ON A MASTER FILE: Capp BELONGING TO THE PERSON USING A COPY OF THIS. .tion OFCHAPTER 18205SBC 1991T ED IV" cy vary. LAWRENCE E. BENNETT ,, >, CIVIL ENGINEER & DEVELOPMENT CONSULTANT P.O. Box 4368 South Daytona , Fl. 32121-4368 A/1,r v'i Phone no. ( 904 ) 253-9960 �L� ' SP SCREENED ENCLOSURES APR 0 2 1993 DRAWN LWE SHEET I OF 3 SEAL sloP 1 Aluminum structure looting Optional concrete cap block a brick. �� Mtlia dumnum frame to wall a' 1 Alum p.s.i. concrete nth D with 1/4'x J' top-cm or Split 6' __"' tech side of uprightmd mn.2'o.c ' 8' 1 j 5 bar cmtnuas. 1 j 4 b r continuous. :jail �8• Yn. 2 1/Y oft yard ill_`8',8': 16'dock tat. ' Deck or Maximum differential in soi height. 12' a yard N. RIBBON FOOTING FOR { r SCREENED ENCLOSURES 1 +4 bar at cam:and 4'an center fit cells and knock at block top carne 8' w with 3uO3 p.s.i.pea rock conrete. 3•RADE x lb"1141.STR.AP \2 i 4 Dors. Yet 2 1/2"off gaud. 3 S x314•IRIS •E.A.BEAR RECV.[T,p•■r.at b Mm x r IUD',CRIME _.- — KNEE WALL FOOTING FOR SCREENED ENCLOSURES •/4"B x34'enB •E'4'/SEAM — . EA.BIDE Cs BEAM -— RIo 'UP .7 r wB SLAB DETAILS ADDRESSING EROSION 111 PENETRATION at,a•J1 •/. •EA.RAFTER DEAM SIZE 'r. (-_- _DRILL) VARIES ��..."1'!tt 2' Mn I •�=sue BETS RELY.[26•x Before I •/3 RI xtt•WE GUTTER slope EA EVE a'BEAM - 3-I/2"= M°ps:S �••FEFBHALE .ui�I.-ormzISM wit - -_-R••. ./3,g•♦x e• v _4 , ER1.71 u- rr I2•x 2•x 093•x 2•UJID •24•or- LAG ECRELLD W A•e x3'4•brig x 2' O GREl 4 2 k •THF31 DOLTS ILO 24•cc- ---—/ EA POE•EA.BEAV9 . _ FLAT SLOPE/NO FOOTING et_or eel ■ cow :a OD BOWLS 0-2"/12" DEANS SIZE \ "I/ T. VARIES riG /�1 I' EA.. -DRIW -r _ r x1.2' •- 1 .. RAFTER R><GY.C 2 15•x 1' pETL:t�. B" _•"°r•x:glit.,13 iiiil • , • • •/3•/3 x41"J't5 EA.SIDE OF DEAR B' 1 n•.31 Bar cont. NOTE i INCLI1dED FASCIA SIMILAR TYPICAL SL OR SY BEAM k GUTTER CONNECTION MODERATE SLOPE FOOTING 2"/12" - l'-10'' CONNECT 2'x 2•TO BEAM • ix/2 -.8xI)2 SMS NOTE' 2- •8 x44"SMIS Fiber does not require wire mesh CONisECT1•x2' iiiiijegilli all TO POST BENTt "x214• w/2- tSxI) 5MS • x.062' CUT BEAM !MI 00 BEAM SIZE VARIES [ 2- •8 x44"915 _ i2" _,.t.EUa i * _ *. watil-•! I - t8 x 44" SMS INTO BEAM 1 I ll z-m 2'x 2' x D33"x 2'WIDE B' I n•.4•Ear cont 1 5- 13 x44.5115 INTO POST STEEP SLOPE FOOTING > I'-10' ✓ POST TYPICAL BEAM & POST CONNECTIONS NOTE. All spans and copocities are bused on worst case of uplift loads due to wnd velocities. ,banal Coble bracing L� o n 4 sired when screen panel eds 300 so ft.additional ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE .1e/additional 300sq ft. PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED, OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION ?"support purlms. IS NOT VALID WITHOUT Mr. BENNETT'S SIGNATURE AND EMBOSED SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. ' MEETS THEREOUIREAIENTS. prim ter t"x2" OF CHAPTER 1205 SRC 1991 ED perimeter member / (typall) LAWRENCE E. BENNETT n 1 CIVIL ENGINEER & DEVELOPMENT CONSULTANT ;/ Corner cable P0. Box 4368 South Daytona , Fl. 32121-4368 I ti fastened per reinforcement notes Phone no. ( 904 ) 253-9960 ti 2"x orner end wall • SP APR 0 2 1993 at corner end walls _ 2°x2"choir rail DRAWN N SHEET 2 OF. 3 SEAL • REEN ENCLOSURE • IERS ALUMINUM 6063 T-6 ALLAY TABLE 3: MINIMUM I SCREWS FOR CONNECTING BEAMS TO UPRIGHTS , ALUMINUM 6063 ALLOY T-6 ELECT SPAN 'L' ON DRAWING BEAM SIZE MIN. UPRIGLTT SIZE MIN. f SIZE OF SCREWS REQ'D" 'PAN "L" 2"x 3' 2'x 3" 4 110 x 1/2" DOUBLE SHEAR 2'x 4" 2'x 3' 5 f 10 x 1/2" DOUBLE SHEAR 6' 7' 8' 9' 2"x 5" 2"x 3' 6 f 10 x 1/2' DOUBLE SHEAR 2"x 6" 2"x 4" 8 f 10 x 1/2' DOUBLE SHEAR 4' 4'-10' 4'- 6" 4'- 2' 3'-11' 2"x 7' 2'x 4" 12 f 10 x 1/2' DOUBLE SHEAR 2"x 8" 2'x 4" 14 if 10 x 1/2' DOUBLE SHEAR 1" 6'- 6" 6'- 0" 5'- 7' 5'- 3' 2"x 9' 2"x 5' 16 110 x 1/2' DOUBLE SHEAR • REFERS TO DOE SIDES OF THE CONNECTION OF 7EE BEAM 6 UPRIGHT 1" 9'- 1' 8'- 5' 7'-10" 7'- 5' 1' 110- 6' 13'- 5' 12'- 6' 11'-10' TABLE 4: MINIMUM SIZES FOR POOL ENCLOSURE KNEE BRACES AND ANCHORING REQ'D ALUMINUM 6063 T-6 ALLOY D' 17'- 6' 16'- 4' 14'- 5' 13'- 9' 1' 20'- 2' 18'- 8" 17'- 5' 16'- 5' BRACE L. EXTRUSION ANCHOR SYSTEM 3' 22'- 1' 20'- 6' 19'- 2' 18'- 1' 0'- 2'- 6" 2'x 2"X 0.044" 2" H-CHANNEL W/ 35 10/ 1/2• EA. SIDE .' 30'- 0' 27'- 9' 25'-11' 24'- 5" TO- 3'- 6• 2"x 3'X 0.050" 2" H-CHANNEL W/ 3f 10/ 1/2' EA. SIDE 7" 32'- 6' 30'-11" 28'- 2' 26'- 6' TO- 4'- 6" 2'x 4"X 0.044" x 0.12• NOTCH SMB OVER BEAM 6 UPRIGHT. SEE S' 36'- 0' 33'- 4" 31'- 3" 29'- 5' TABLE 3 FOR f/6 SIZE OF SCREWS TO- 5'- 6' 2'x 6"X 0.044' x 0.12' NOTCH SMB OVER BEAM & UPRIGHT. SEE 2' 7'- 5' 6'-10' 6'- S" 6'- 1' TABLE 3 FOR 8/6 SIZE OF SCREWS I' 9'- 7' 9'- 0" 8'- 5' 8'- 0' i' 12'- 3' 11'- 4' 10'- 8" 10'- 0" L' 20'- 2' 18'- 8• 17'- 5' 16'- 5' I' 23'- 5' 21'- 8" 20'- 3" 19'- 1' ERTICAL LENGTH OF KNEE BRACE NOTE All spans and copocmes ore based on worst case of uplrft loads due to wnd velccdles. 93 00040 ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PROPERTY OF LAWRENCE E. BENNETT AND MAY NOV BF REPRODUCED/COPIED, OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS NOT VALID WItHOUT Mr. BENNE.TT'S SIGNATURE AND EMBOSF.D SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING. A COPY OF THIS. MEETS THE REQUIREMENTS OF CHAPTER 1205 S8C 1991 ED LAWRENCE E. BENNETT ,�� CIVIL ENGINEER a DEVELOPMENT CONSULTANT �� PO Box 4368 South Daytona , Fl 32121-4368 �G/ Phone no. ( 904 ) 253-9960 'V/ 1 SP DRAWN LwB SHEET 3 OF 3 /012 1993 J c •2"x 2"x I/8"x 6" Long U channel "8" Attaches to existing bulding with 4-3/8" lags at wood with 3-1/4 anchors m at concrete w . 0 ••2"x2"x I/8"x6" Long U charnel "B"attaches to m "W" 2"x stab w co Perimeter member ._,�; 4 w Screen typ. / s �i.r o i i ry ' Detail 2 typ if a H1',I�k r:. d PAGE 3 /4, „B„ O"� -o atlllik:Y,h I ��I Cables tYp of I r / I see schedule Existing / / to Tie l--1\I�I 2"z2"char rail r DOWN BEAM CONNECTION TO WALL '� ' -m'` N R„1-rx = ,e- _,- Grade \11"x 21 Detail 3 typ PAGE 2 of 3 2"x2"xl/8"r8"long angles "a" TYPICAL FLAT ROOF ELEVATION Attach to fascia with 2-3/8 N.T.S. lags of eoch angle ea.side I Existing fascia „L„ �� Existing structure xboc� �= , l hl 2 *cat�ec gutter I I I,I' j 1 ■ 0 `` Aluminum beams i 'iH ` See table I / . .ill v v�' 0 .. 'I% Notch angle opt �;" _`Ei k�lfldl 11. 1 % ► Must remain for angle strength .„,..1.1111- 1. 2"x 2"x 1/8"x 8"long angles "A" attach to " • e c 6"smb with 4 rb 10 sms at each angle ∎, 00 each side. , DOWN BEAM CONNECTION ENLARGED Aluminum Columns typ. 6 2"z d SMB See Table I PAGE 3 of 3 s�' SCREEN SIDE L �, TYPICAL FLAT ROOF ISOMETRIC h NTS o` NOTE 2"x 3" Upright r- 2"x 2"patio or snap for 2"x 2' s. 2"x d SMB See Table 3 fastened to beam w/2 PAGE 3 of 3 . di / 2'x 6" SMB mm See Table I�PAGE 3 of 3 N°IOx I I/2"SMS "A”.Super Gutter•SMB d Solid,crews HDS denote �1E' 2 x 3 upright screw pattern / Open screw HDS denote "8".Overhang dimension / r 2'x4°lprighl and larger / screw pattern. 2"x 4" SMB 2"x2"purlins attached 2"x5" SMB to begfrs w/2 n•IOz �1' lux?r"o.b or snap fastened 2"x67 SMB I I I/2 sms - wiNlool to 2'x2"w/N°10x1-1/2" 2"x 7" SMB SMS at 24"o c.or cont. OR SNAP BEAM snap sections. 2"x 8" SMB c EQUIV. cool` -- 2"x9" 5MB 1"x 2"o b fosteted to SMB ■ w/2 N°10 1-1/2 _WS 2"SMB 2"x SMB Post See Tab. 2 PAGE 3 of 3 a T NOTE Screw patterns are for general location and spacing and min upright required to achieve moment connection The i•2" I Channel N N°10 x 3/4"SMS 3/4"o.c center column of screws should be deleted whe,n N°of OR U CHANNEL possible screws requred aril every other scr.pt for further del - BEAM TO UPRIGHT CONNECTION DETAIL N° I BEAM TO UPRIGHT CONNECTION I 2"x2" AND 2"x3' KNEE BRACE CONNECTION DETAIL NOTES FOR RIGID CONNECTION OF DETAIL N° I, 2, 3 I. 2"x3" Upright must be notched to reach top of beam to achieve rigid corv,e, 2. N°of screws must be as shown spacing 3/4"x 3/4"min.spacing and pattern rx TABLE •: MINIMUM SIZES FOR POOL ENCLOSURE KNEE BRACES 3 See Table 3 for N°of screws and minimum size of upright/beam connecho AND ANCHORING REQ_D ALUMINUM 6063 T-6 ALLOY BRACE-L_ESTAUSION ANCHOR SYSTEM 4 Hex head self tapping screws are an acceptable substitute for SM S 2'- 6• 2'z 2•x 0.030' 2' H-CHANNEL N/ 3-S 10/ 1/2• EACH SIDE 5 IF BEAM IS NOTCHED TO RECEIVE UPRIGHT TO 3'- a• 2-z 3•: 0.050' 2' H-CHANNEL w/ -8 10/ 1/2• EACH SIDE ADDITIONAL SCREWS ARE NOT REQUIRED FOR 2"x 3" UPRIGHT. TO •'- 6' 2'x 4"x 0.030' NOTCH 3MB OVER BEAM I UPRIGHT SEE TABLE 3 FOR •/ 4 SIZE OP SCREWS TO 3'- 6• 2•1 6•x 0.030• SAME AS ABOVE NOTE Fasten S,.,iperGutter to fascia Attach the above L s to tosuo through with I/4 x1/2"log w/washer MK 5.G w/2 3/8"logs ea.L mm 2'bite. 2"x2"xI/6" V2"PVC SCH40 0 le clip each Attach ea.angle to S.G.4p w/3 N•8 a Ilh U (TYP) I�.� side of 2 with I/2'SMS. FASCIA 4n N"8 SMSIso a" S.M.B. � Add 1"x Z"angle to bnnq gutter plumb. leg ea.side. Option to above 5" 3/8"x 8"Lag with washer angle use 4 N° u at each beam and one of qx I SMS at �� Truss tail each mid span. internal screw bosses 4 so. 1� 2"x barge. Ins 2"crnti along Super Gutter with I,1/4" side 8 total. .•_ _x1-1/2' thru bolts 2'o.C.into Super Gutter. 1- #14x 2' SELF � 5'_agar Gutter-'' TAPPING AT 24" 0. C. I/6"x 2"x 2"angle clips with o.c balance of 1/4"thru bolts each side of beam. 2"x 2"to s.g. connection. Super Gutter to be attached first w/1-3/8 x8'w/1/2"pvC 3/4"sfascia. Locate closer clips terrel inside 2"x2" wherf desired use N°8 SMB CONNECTION TO SUPERGUTTER x1/2 SMS at 1-1/2 oc ea sd. ALTERNATIVE SUPER GUTTER TO FASCIA I/6"x 1"x Super Gutter"W"L use 2 L's/beam set and I"x4-3/4"x31gx I L per mid span of Super Gutter beams see below. / I/8"thc Luse 2 Ls/ 1 2"x2"or2"x 3' or 2"x SMB Post. beam setondlL/ "yy" md.spoceof trn.st. 2"x 2"x 1/8"angle each side attach to post and Locate closer concrete in accordance with schedule. clips where �• Truss tail 2- 18 each side into upright desired use ! NOTE No footing truchrredexceptwhenground N°8 x1/2" 2"x SMB till 2"x barge •around structue as shown od) SMS of 1-1/2" N°Bxl/2" o.c.ea.side- SMS I. 3/4"fascia Ail S3__ Super Gutter � I IL.,_ I"x2"o.b. \lir: 2"x 2"x 1/8" L clip each side of SMB Attach I"x4-3/4"x 3"long s 1/8"thk 2500 psi conc.(min.)with . with 4-N°8x1/2 each side. L ttrough SG angle(if needed)and into 62.6.-10x10 welded win fascia w/2 3/8 loos(mn 2"bite see kq, detail SG.to be att hi -3/8' log24o.c POST TO CONCRETE DETAIL SELF MATING BEAM CONNECTION TO SUPERGUTTER 4" or 5' SUPER GUTTER • I" _ 4 0.08"wall 5" . T I-: -�-I-�- - • IISpacing /2 Spacing /2 Spacing /2 I Spacing /2 r 1 I I Beam set spacing i Beam set spacing --+— -4.— 5" SUPER GUTTER ANGLE LOCATION FOR 5u SUPER GUTTER REINFORCEMENT Pan roof attached with N•IOx 1/2"SMS at 6"o.c. composite panel 1/4'S.S.x panel thickness•1/2" with washer and neoprene gasket 24"o.c.pan. 45° Add req,. . Screen root beam and beam. exc.: 4"Concrete slab !cab ' l 2"x. 3 TYPICAL CABLE CONNECTION AT SLAB I/4"thru bolt and ��■ � '. N 1/2"PVC FERRELL E at 24"o c.suer cutter. 2"x 2"or smb. I I varies I vanes Mar, /2" 2"x 7"x0 135" N° 10 sins _ sm b cut on 45"angle ale —_ -- — �I_ I-Bolt c.p.or s.s.for cable wiriirreme tension. Plibk . 2"x 2" I El x2„ 1750 lb. stainless steel cable i 2 TYPICAL CABLE CONNECTION AT CORNER FRONT WALL, DOME ROOF, SC. TABLE 1: MAXIMUM SPANS FOR POOL ROOF MEMBERS ALUMINUM 6063 T=6 ALLOY TABLE 2: MAXIMUM HEIGHTS FOR POOL WALL MEM USING SCREEN PANEL WIDTH "W' FROM DRAWING SELECT SPAN "L" ON DRAWING USING SCREEN PANEL WIDTH "W' FROM DRAWING MAXIMUM SPAN 'L" MAXIMUM WIDTH 'W" . 3' 4' 5' 6' 7' B' 9' WIDTH "W" • 3' 4' 5 EXTRUSIONS EXTRUSIONS 1':2':0.044" 9'- 4• 8'- 1" 7'- 3' 6'- 7" 6'- 1" 5'- 9" 5'- 5' 1"x2"x0.044' 6'-10" 5'-11" 5'5 2"x2•x0.044" 12'- 6' 10'-10" 9'- 8• 8'-I1' 8'- 2" 7'- 8" 7'- 1" 2"x2'x0.044• 9'- 2" 7'-11' 7'- 2'x2":0.05' 13'- 6' 11'- 9' 10'- 7' 9'- 8" 9'- 0' 8'- 5' 7'-11" 2"x3"x0.05" OR 2'xr'X0.093" 2"x2•:0.05' OR 2'x3"X0.093• 12'-10' 11'- 1" 9'- SELF MATING BEAMS 16'-11" 14'- 9" 13'- 3" 12'- 2' 11'- 3' 10'- 7' 10'- 0' 2":4'x0.044"x0.12• 20'- 6" 17'- 9" 15'-) SELF MATING BEAMS 2'z4':0.044'z0.12' 2'x5":0.05x0.12" 25'- 2" 20'-10' 18'-1 27'- 4" 23'-10• 21'- 4" 19'- 7" 18'- 2• 17'- 0" 16'- 0" 2"x5"x0.05:0.12' 2'z6'x0.05x0.12" 28'- 6" 24'- 8" 22'- 33'- 6" 29'- 9' 27'-11" 25'- 1" 23'- 7' 22'- 5" 21'- 5' 2'x7'x0.05x0.12" 31'- 2" 27'- 1" 24'- 2"x6'x0.05x0.12• 2":8'x0.07:0.22" 42'- 5' 36'- 8' 32'- 37'- 6" 32'- 6' 29'- 9" 27'- 0" 25'- 1" 23'- 6" 22'- 2" 2•x7':0.05:0.12' 2"x9":0.07:0.22" 45'-11' 39'-10• 35'- 40'- 9" 35'-11" 32'- 3' 29'- 7" 27'- 5• 26'- 1" 24'- 3" 2"x9"x0.07:0.22" 51'- 0" 44'- 2" 39'- 2'x8":0.07x0.22' SNAP EXTRUSIONS 55'- 3" 48'- 0" 43'- 3" 39'- 9' 36'- 1" 35'- 4" 34'- 8' 2•x2"x0,044" 10'- 6" 9'- 1" 8'- 2"z9'z0.07z0.22' 2"z3":0.045' 13'-10• 12'- 0' 10'- 59'-10' 51'-10" 46'- 9' 42'-11" 39'-11" 37'- 6• 35'- 5' 2"x9":0.07x0.31' 2'x4":0.045" 17'- 5" 15'- 1' 13'- r 66'- 5' 58'- 2" 52'- 4' 48'- 0' 44'- 7" 41'-10• 40'- 1" 2"z6"x0.064• 28'- 6" 24'- 8' 22'- SNAP EXTRUSIONS 2":2'x0.044" 14'- 0' 12'- 3' 10'-11' 10'- 0" 9'- 2" 8'- 8" 8'- 2" 2"z7':0.078• 33'- 1" 28'- 8" 25'- 2'x7"x0.045' 18'- 5' 16'- 1" 14'- 5" 13'- 2" 12'- 3" 11'- 5" 10'-10• DOES NOT INCLUDE LENGTH OF KNEE BRACE. ADD V TO ABOVE HEIGHTS FOR TOTAL HEIGHT. 2':4'x0.045' 23'- 2" 20'- 0" 18'- 1" 16'- 6" 15'- 3" 14'- 4' 13'- 6" 2'x6"x0.064" 37'- 2' 32'-10" 29'- 6' 27'- 0" 25'- 1" 23'- 6" 22'- 2" 2'x7"x0.078' 43'- 2' 37'- 9" 34'- 0" 31'- 2" 29'- 0" 27'- 2" 25'- 8" DOES NOT INCLUDE LENGTT OF KNEE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO ABOVE SPANS FOR TOTAL SPAN. TABLE la: MAXIMUM HEIGHTS FOR POOL WALL MEMBERS ALUMINUM 6063 T-6 ALLOY FOR AREAS SUBJECT TO ICE AND WIND LOADS. SUGGESTED FOR AREAS NORTH OF THE LATITUDE OF JACKSONVILLE, FL. USING SCREEN PANEL WIDTH "W" FROM DRAWING SELECT SPAN "L" ON DRAWING MAXIMUM SPAN "L' WIDTH 'W" • 3' 4' 5' 6' 7' 8' 9' EXTRUSIONS 1•:2'x0.044" 6'- 2• 5'- 3" 4'-10' 4'- 5' 4'- 1" 3'- 7• 3'- 4" 2"x2":0.044" 8'- 3" 7'- 3" 6'- 5" 5'-11' 5'- 6" 6'- 1' 4'-10" 2"x3":0.05' OR 2':2'X0.093" 11'- 7" 10'- 1' 9'- 0" 8'- 3' 7'- 8" 7'- 2" 6'- 9" SELF MATING BEAMS 2"x4":0.044•:0.12' 18'- 6" 16'- 1" 14'- 6" 13'- 3' 12'- 3' 11'- 6" 10'-11• 2"x5"x0.05x0.12' 22'-11" 19'- 1• 17'- 1" 15'- 8' 14'- 6" 13'- 7" 12'- 9" 2':6'x0.05:0.12" 25'- 9" 22'- 5' 20'- 0' 18'- 4" 17'- 0' 15'-11' 15'- 1" 2':7':0.05x0.12' 28'- 3' 24'- 7' 22'- 0" 20'- 7' 18'- 8" 17'- 6" 16'- 6" 2":8':0.07x0.22' 38'- 2" 33'- 3" 29'-11" 27'- 4" 25'- 4" 23'- 9" 22'- 5" 2":9•:0.07x0.22" 41'- 5• 36'- 1" 32'- 5' 29'- 7' 27'- 6" 25'- 9' 24'- 3' 2"x9'x0.07z0.22" 45'-11" 40'- 0" 35'- 5" 32'-11' 30'- 6" 28'- 6" 28'- 6" SNAP EXTRUSIONS 2":3'x0.044 9'- 6' 8'- 3" 7'- 5" 6'- 9" 6'- 3" 5'-11" 5'- 6' 2'13'x0.045' 12'- 6" 10'-10" 9'- 9" 8'-11" 8'- 3" 7'- 9' 7'- 3" 2•:4•x0.045" 17'- 8" 15'- 4" 13'- 9' 12'- 7' 11'- 8" 10'-11" 10'- 4" 2":6'x0.064• 25'- 8" 22'- 5" 20'- 1" 18'- 4" 17'- 0" 15'-11• 15'- 5' 2'x7'x0.078" 29'-11' 26'- 0" 23'- 4' 21'- 4" 19'- 9" 18'- 6" 17'- 9" DOES NOT INCLUDE LENGHT OF KNEE BRACE. ADD HORIZON'T'AL LENGTH OF KNEE BRACE TO ABOVE HEIGHTS FOR TOTAL SPAR. 3 1/2"x 4" log ' bolts with I1/ Header Side wall header fender washers per /- aUached to 1•2x04 4'pone)ocrgtss the — 3"structural y i 0.p.w/min.2rb.10x front and 24 a.c. -�W insulated alum. r." 11/2 sms. along the sides. roof(walk on) cont I Header attached I"x 2"x 0.04"open bock ottnched to 2"x 2",2"x3 I I to post with pill. front post with no 10 hollow see span 2 no 10 x 1 l/2' x2"sms max.6" tables header.. I I in screw bosses. Post 1 froii each purlin.ond 24 o.c. Char rail and I I 2"x2",2"x3", 3"x 2' hollow Side wall purlins 2'x2"xO.04' p �� I see span tables , / attached to 1x2 hollow rail. —— —— posts r pan to channel with 3 4_ open back with min —— • Y — x 1/2"SMS with washers Front wall purlin .■ 't— --- 2 no.10x 11/2"sms Purlins attached oprene goskets/If of {..�----- in screw bosses. I to posts with pon 3"oluminum header i I Post attached to min 2 no.lax of pan anchor with 3. bottom with min I I 1/2"in screw I SMS with washers per I 2 no.tOxt 1/2"in I I bosses. oil screw bosses. 1"II� Front and side bottom 1"x 2"x 0.04" beam and columns roils attached to conc. 1 openback :olumn spacing see sill 4”--— — with min.5/16"x 1 • bottom roil. 2.1/4"mosonpry 5/16"x 2 /4" • • 384 - quick set at 6 from Masgpary quick set ' '• door. • • •� each post and 24' at 6 from each . o.c. max.and wallls post and 24"o.c. • al conc.patio exist.or • placed a min.of I' max. slob on slob on grade. from edge of conc. act front wall beam from use larger"A"value of 0.014• to ANCHORING DETAIL W/2•o.h. 075"= 0.019"cover - -.1---r Rigid rnulatiOn t No.IOzI/2°-12"oc hex. head screws w/caulking _ on top. in Alternate 3" , I 12" slob on grade.x 2" 12"x'3"x 3105 — H14 RISER PANEL framing. WITH INSULATION AND COVER ■TOP TEAM( NOTES Install rigid board foam insulation rib aluminum roof pon. I/8"x 2 1/2"or 3"roll Cover insulation with .019" protector panel,with overlapping searre:. • formed receiving ch Insulation panel shall be closed with aluminum end cap to secure anchored to mobile nsulation placement and to discourage the nesting of wildlife and/ with 2 no.10x or insects. I-3/4"SMS with washers PROTECTOR PANEL TO BE SECURED BY No. Bx 5/8' into truss butts and no lax CROSIVE RESISTIVE WASHER HEAD SCREWS. 3/4"SMS Screws pattern shall be a 12"on all perimeters and 24"on between truss center field on each panel. butts nt 12" to Ch An h,or pan Aluminum end cop will he attached with 3 # 8x 5/8' no.IOxI/2 SMS CORROSIVE RESISTIVE 1 of 6'o.c and top Seal all screws heads with butyl rubber caulking. of pan ridge. 93 o o N A TO EXISTING " NOTE. Contractor shall provide verification that the HOME k host structure is structurally comparable to ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE the structure shown.(Mobile home orconven- PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED, clonal constructional). OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS NOT VALID WITHOUT Mr. BENNETT•S SIGNATURE AND EMBOSED SEAT. ON A MASTER FILE COPY HF.LONGI SG TO THE PERSON USING A COPY OF THIS. t f MEETS THE REOUIREMENTS OF CHAPTER 1205 SBC 1991 Et) g LAWRENCE E. BENNETT • CIVIL ENGINEER & DEVELOPMENT CONSULTANT P.O. Box 4368 South Daytona , Fl. 32121-4368 Phone no. , ( 904 ) 253-9960 ' sac DRAWN APR 0 2 1993 LWB SHEET I OF 2 SEA L N\ I 6 wood screws with washers Aluminum roof (See detoi) 3 per panel • f • �� Triple grip hurricane anchors and 2" x 4" Top R alternate studs top and bottom • 2" x 4" studs 0 16' o.c. 2 internal L's • _h.. _ 2 1/4" diameter bolts • IMPS• each angle. i l 'a, 4 110 x 1 1/2" SIIS L each angle 2" x 4" blocking at mid—point Detail of ciuminum beam framing into corner of Approved siding os required wood framed utility shed 1/4" a 3" long emb. cop. \` bolts x 24"1/2" she ✓ P.T. 2" x 4' 1/8' x 1 I/Z' washers \� 4. 6' x6' - 10x10 NF WOOD FRAMED UTILITY OR FLORIDA ROOM ITABLE 1_ X. ROOF AREA FOR ALUMINUM POST FOR A HOUSE PORCH T. / FOR ALLOWABLE ROOF AREA USE "AREA" = 8 X (w/2 + O.H.) + EXAMPLE: "9"• 7' , W = 12', & 0.H. . 2' THUS: "AREA" • 56 SF fi pa. TYPE MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POST IN SF DESIGN LOADS ARE WIND VELOCITY LOADS_ I/4"°x 2" long / I I 1/4' thru bolt POST HGT POST MAX S WALKON UP TO 55 SLSF i 120 MPH; log bolt 2/past. I I 3"x 3"x0.060" ROLL FORMED'' 7'— 9" 8,760 167 1 Aluminum casting i l Post 3°x3°x0.125' insert. l i 3"x 3"x0.060" SCALLOPED' 10'-10" —� 10,000 190 I i t 3"x 3"x 0.900=TUBE• I1,-10" 14,850 277 11111 . I I 3"x 3"x 0_125" TUBE' 11'— 8" 19,440 4"x 4"x 0.125" TUBE" ----------__—_-- I/4" thrubolt I5'— 9" 26,190 643 499 • ALLOY 6063 T-6 464 ' ALLOY 3105 H16 • 1/4"masonry -- ---- -- " __ anchor per post anchored to concrete. NOTE All spans and capacities are based on worst case of uplift loads due to wind velocities 93 00040 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE POST CONNECTION OROUSE.DY LAWRENCE AND MAY WRITTENOPERMISSION. INFORMATION IS NOT VALID WITHOUT Mr. IIENNETT'S SIGNATURE AND EMIIOSED SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. r LAWRENCE E. BENNETT CIVIL ENGINEER & DEVELOPMENT CONSULTANT ditioApei P.O. Box 4368 South Daytona , Fl. 32121-4368 Phone no ( 904 ) 253-9960 SEW APR 02 1993 DRAWN SHEET 2 OF 2 SEAL LWB 01 -,a, V 3"x 3" D _ fluted post. Poured conc. / 5/8"x 3 I/2" Bolt. or cont. i"---—— 24" I 80 lb. 2500 Sockcrete. L 3"x3" Bose. ISOLATED FOOTING 4" r I6 ! PRECAST PAD 81 SACKRETE frame shed 1 D.pressure 1 pine plate •to cant w/ yrlabolts 4' • ift str.1613 iltss / b pot . Aw :::: W , °.h. W/L•o h. T CENTER POST 'x mid span tam see simple span ble 1 sheet 2 05"post.VI" See Detail N°2 Typ. lax. 1--4" See footing detail. T 1 93 00040 M NOTE, Controctor shall provide verification that the 'PORT host structure is structurally comparable to ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE the structure shown.(Mobile home or convert- PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT HE REPRODUCED/COPIED. Ilona' constructional). OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS NOT VALID WITHOUT Mr. BENNETT'S SIGNATURE AND EMIIOSED SEAL ON 1/8"x 2-1/2"or 3"roll A MASTER FILE COPY BELONGING 10 TILE PERSON USING A COPY OF 1111S. formed receiving ch j. anchored to mobile I with 2n. IOx 1-3/4"SMS with into w butts do LAWRENCE E. BENNETT MEETS E N N E T T MEETS THE REQUIREMENTS OFCHAPTER 1205 SSC 1991 E D 3/4"SMS '• between truss CIVIL ENGINEER & DEVELOPMENT CONSULTANT butts nt12' to thane;with' P0. Box 4368 South • Daytona , FI. 32121-4368 of 6 oc'/a d oP Phone no. , ( 904 ) 253-9960 } of pan ridge. ' ACP _ APR 0 2 '1993 ' DRAWN 1EISTING LAB SHEET I OF 2 SEAL ol SLAB DETAILS ADDRESSING EROSION 2' Min Mm. 2500 psi oonc. NOTE Fiber mesh conc does nc + require wire mesh !I Jwifh 6 x6'IOx10w'w. mesh or fiber mesh. Before slope typical all slabs. 3-I/2'.. . 6 li - — — L. c'k" 3 i_-.-,/ r _'li.� i 8 I, f.e rr4.41 3»F =1".%° r. z , 171 _ e.. r .��.C, 8' I n".3•Bar cont 8 1n..4•Bar FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/12" 2"/12" - 1'-10' >I'-10' NOTE: 4" SLAB IS MAXIMUM FOOTING TYPICAL SCREEN OR GLASS ROOty REQUIRED FOR A SCREEN OR Mo.f W/2 W/2 r GLASS ROOM 1 Aluminum pan Existing residence 4.111. Ancht TYPICAL GLASS ROOM WALL NOTES, •S Anchor l"x 2"open --*---1111111� =�0 and is, bock ext with tapcon 0.25 pan 3 2' length .oft 370 lb. center ter for ro Solid roof (Walk on or pan)over, space max.of 2'on center I n".8 x anchor to wall with 11/2" If of r -,- n".10 SMS with washers I 4"-22" 2'on center spacing anchor 2"x_ 31, Min.2"x2"x0.040" �e beam and column and knee ��\ max. c (Typical) beam with anchor clips and % l_M Tables window no.10 screws and washers. height Max.+ width 53" ! �/ Center d' rough opening. 62 Min. slob width for slab on 2"x 2" grade 31/2 concrete. N Optior . . ,Kick plate both sides ah. "W° varies cunt.: mm 1"x 2"x 0.040 ...4.t I x2" 17"-24" To seta 7 /Overhang varies 2' max. Table Slob 3 1/2" min.(see detail) It�C I 2"x beam.See Table 4 W/2 or I- NOTE: Aluminum frame of winow odds See chart USE sufficient strength to 2x2"x0.04" See frame "L" I columns. j I "W" Max.beam 2"x 2"Goss Max.qpright TYPICAL SECTION GLASS ROOM s pan. table Ibroce.\ tight.TAB 4 I" ■lemmelet Solid roof Structural or pan. Varies no Mx.(Elev.slab or on grade.) I Aluminum sheeting both sides 0"024"wall header. Thickness Typical screened polio with metal pan roof. Typical front vies minimum. If required opt.odd 2'x 2 x 0.04' header. not required if correcting window directly to header. * HEIGHT OF UPRIGHT IS MEASURED FROM Window framing OF 1'x 2" PLATE TO BOTTOM OF WALL i can attach directly to header. \3/4" Kick plate U'bend around sheeting. ne.8x 1/2"SMS 3/4" I6"on center. 2"x extrusion. NOTE=Self topping per span table. hex head screws 3_11/2"n".10 SMS acceptable alt. I"x 2"extrusion into screw slots. for SMS/wash: Vinyl or glass window retail per manfacturers specs. See sheet 2 - 2"x extrusion. for tables. per spun table. I Contractor 3'I f/2" no.10 SMS shall verify Aluminum sheeting or vinyl on both sides foam into screws slots. the construc- interior optional U•bead and anchor some os I Mons of the Min.3 /2"concrete mobile home above. Aluminum sheeting shall be 0.026" stab with 6x6-I0xlO is to be ol W.W.M.or fiber mesh. onoched to se IIIII GLASS OR SCREEN ROOM POST TO CONNECTION BASE AND POST TO BEAM DETAIL MOBILE Aluminum attachment 31/2" concrete slob 6x6-10 x10 W.W.F 2"x 2"or 2"x 3"or 2"S.M.B. post. or fiber mesh concrete 2"x 2"x 1/8" angle each side attach to ® 3 I/2" Min. post and conc.according to schedule. n E q NOTE No footing required except when = E }n!& Vi uene va or barrier under slobs hove - ,��{{�Z� sq D ground oround structure as c �A ,r• structure above. li il• - shown adjacent. —J L Stucco where a ,.,''' " Well compacted clean fill over sacrificed �■ � I"x Z"O.B. I!Q�3=, natural soil. ovailoble. , G" 3" i .. - - Concrete filled block stem wall. MEOW , 6"x 12" concrete footing with I n".5• " 2500 psi conc min with 6x6-10x10 12 Cont. locate on undisturbed natural soil. welded w.m or fiber mesh concrete. ALTERNATE UTILITY :HED RAISED PATIO FOOTING FRAMING POST TO CONCRETE DETAIL IAZLE As MAX_ ROOF SPANS FOR GLASS ROOM$ (PANS) )1LUMTNI[/UM jIDU3T7iY STANDARDS 2103-H14. H-25 /ABU ii. tlBXIMSM !EIGHTS LOS SLgEGtl Qg wall 8.QQU UPRIGHTS PAN SIZE ROOM SPAN . "W" AS SHOWN ON DRAWINGS • 2.0"X 12"I 0.026 NO O. H. 1' O. H. 2' 0. H. � k461 7.4 BLLJZY4 100 MPH W. LOAD 11'- 3" 11'- 5' 11'- 11" USING SCREEN PANEL WIDTH 'W' FROM DRAWING SELECT SPAN 'M' SHOWN ON DRAWING 110 MPH W. LOAD 10'- 3" 10'- 5" 11'- 0' MAXIMUM SPAN •M' 120 MPH W. LOAD 9'- 5" 9•- 8' 10'- 3' WIDTH 'W• . 24_ !Z !D. Si. k0_ 4L Z2_ Z0. 2,0_I 17I 2,032 EXTRVSIDC(i 100 MPH M. LOAD 12'- 6" 12'- 9" 13'- 2' 1'4 2'4 0.044• 6'-10' 6'- 4' 6'-11' 6'- 4' 6'- 4• 6'- 1' 4'-10' 4'- 110 MPH M. LOAD 11'- 5" 11'- 7' 12'- 1" . 120 MPH M. LOAD 10'- 7" 10'- 9' 11'- 3" 1'4 2"4 0.060' •'- 3• 7'- 7' 7'- 1' 6•- 9' 6'- 4' 6'- 1' 6,-10' 5'- 60"X 12"I 0.076 100 MPH M. LOAD 12'- 11" 13'- 1" 13'- 6' 2'x 2'4 0.044' 9'- 2' 8'- 4' 7'-11" 7'- 6' 7'- 1' 4'- 9' --- 110 MPH M. LOAD 11'- 9' 11'- 11' 12'- 5' 110 MPH M. LOAD 30'- 10' 11'- 0" li•- 7' 2'4 2'x 0.060' 10'- 2' 9•- 6 8 ' '-10' •'- 2' 7•-11' 7'- 6' 7'- 2' 6'-1 2_0"X 12"X 0.040 2"x 2'x 0.093' 12'-10' 11'-10' 11'- 1' 10'- 6' 9'-11' 9'- 6' 9'- 1' 8'- 100 MPH M. LOAD 14'- 5" 14'- 7" 14'- 11" 110 MPH W. LOAD 13'- 1" 13'- 3" 13'- 9" 3'x 2'■ 0.060' 10'- •' 1'-11' 9'- 3' •'- 9• •'- 3• 7'-11' 7'- 6' 7•- 120 MPH M. LOAD 12'- 1' 12'- 3' 12'- 9' ALUMININUM ALLOY H-38 OR EQUAL YIELD MIN 28,000 PSI 2'x 3'4 0.050' 12'-10' 11'-11' 11'- 1' 10'- 6' 9'-11• 1'- 6' 9'- 1' •'. 1 PAN SIZE ROOM SPAN . 'M• AS SHOWN ON DRAWINGS • 2'4 3'4 0.070• 13'- 8' 12'- S' 11'-10' 11'- 2' 10'- 6' 10'- 1' 9'- •' 9'- 10"I 112_: 0.026 100 MPH W. LOAD 13'- 6" 13'- 8• 14'- 1' • DENOTES THE MAXIMUM SPAN THE EXTRUSION WILL SPAN WITH OUT ANCHORS. I RECOMMEND WA 110 MPH M. LOAD 1]'- 3" 12'- 5" 12'- 11" ANCHORS NO LESS THAN 2' 0.C. AND ANCHORS INTO CONCRETE DECK WITHIN 6' EACH SIDE 0! 120 MPH W. LOAD 11'- 4" 11'- 5' 12'- 0' UPRIGHTS AND AT 2' O.C. MINIMUM. 2.0"I 12"X 0.032 100 MPH M. LOAD 15'- 1" 15'- 3" 15'- 7' NOTES: 1. GLASS ROOMS: THE ADDITION OF THE ALUMINUM WINDOW FRAME AND THE STRUCTURAL 110 MPH M. LOAD 13'- 9' 13'- 10' 11'- 4" SUPPORT ADDED TO THE UPRIGHT BY WINDOW AND DOOR FRAMES ALLOWS GLASS ROOMS TO 120 MPH W. LOAD 12'- 8" 12'- 10' 13'- 4' BE FRAMED USING MINIMUM UPRIGHT AND WINDOW BOTTOM SUPPORT OR 2'X 2'X 0.04' 12"I 0.036 �0"X EXTRUSION FOR THE FRONT WALL BEAM AND UPRIGHTS AS SHOWN ON THE CORRESPONDING 100 MPH M. LOAD 15'- 6" 15'- 7" 16'- 0" DRAWINGS AND RELATED TABLES. ADDITIONAL 2"X 2' X 0.04' STUBS SMALL BE ADDED 110 MPH M. LOAD 14'- I" 14'- 3' 14'- 8" UNDER THE WINDOW SUPPORT RAIL. 120 MPH M. LOAD 13'- 0" 13'- 2' 13'- 7' 2.0"X 12_X 0.040 100 MPH W. LOAD 17'- 4" 17'- 5" 17'- 9" 2. VINYL ROOMS: THE SAME STRUCTURAL LOADING AS SCREEN ROOMS APPLIES. LIKE 110 MPH M. LOAD 15'- 9' 15'- 11" 16'- 3" SCREEN THE VINYL WILL BLOW OUT AT WIND VELOCITY OF 65 TO 70 MPH. 120 MPH M. LOAD 14'- 7" 14'- 9' 15'. 1' ROYAL ALUMINUM SUPER-PAN PANELS 3105-H28 PAT • 4.918,898 PAN SIZE ROOM SPAN . "M' AS SHOWN ON DRAWINGS • 2.5"X 12"X 0.022 NO O. H. 1' O. H. 2' O. H. 100 MPH W. LOAD 13'- 8" 14'- 0' 14'- 5" 110 MPH W. LOAD 12'- 7" 12'- 30' 13'- 3" 120 MPH W. LOAD 11'- 8" 11'- 10' 12'- 4' 2.5"I 12"I 0.028 100 MPH W. LOAD 15'- 9" 15'- 10' 16'- 3" 110 MPH M. LOAD 14'- 4" 14'- 6" 14'- 10" 120 MPH W. LOAD 13'- 3' 13'- 4• 13'- 10" j_5"X 12"I 0.030 100 MPH W. LOAD 16'- 6" 16'- 7" 16'- 11' 110 MPH N. LOAD 15'- 0" 15'- 2' 13'- 6" 120 MPH M. LOAD 13'- 11' 14'- 0' 14'- 5" 2.3"X 12"X 0.036 100 MPH M. LOAD 17'- 9" 17'- 10" 18'- 2" 110 MPH M. LOAD 16'- 8" 16'- 3' 16'- 7" 120 MPH M. LOAD 14'- 11" 15'- 0' 15'- 5" TABLE 4: MAX_ FRONT WALL BEAM SPANS SCREEN A GLASS ROOMS 6067 T-6 ALLOY • TOTAL ROOM WIDTH -• 'M' FROM TABLE 2 OA j - M012 Qp 0• Ms FOR SPAN • L ON DRAWING USE LARGER OF: "A" . 1/2+ OVERHANG OR "1/2" -TABLE j: )100P PANS L OA GLASS ROOMS BEAM SIZE EXAMPLE: FOR "A". 5' + 1'■ 6' GO TO 6' WIDTH "A" WIDTH _A" 100 MPH W. LOAD 110 MPH M. LOAD 120 MPH M. LOAD' )"x 2"x0.044" EXT ALUMININUM INDUSTRY ITANDAADS 5' 6'- 7" 6'- 0" 5'- 7" COMPOSITE EANELS 3105-H14 WI 1.0 S EPS CORE DENSITY 6' EXAMPLE: L . 6'- 0" 5'- 6" 5'- 5" PANEL SIZE ROOM SPAN . "W" AS SHOWN ON DRAWINGS • 7' 5'- 7" 5'- 1" t'- E" j_I 48"I 0.024 160 O. H. 1' O. H. 2' O. H_ 6' 5'- 2" 4'- 9" 4'- 5" 100 MPH M. LOAD 9'- 10" 10'- 0" 10'- 7" 9' 4'- 11" 4'- 6" 4'- 2" 110 MPH W. LOAD 8'- 11' 9'- 2" 10'- 7" 10' 4'- B" - 4'- 3" 3'- 11" 170 MPH M. LOAD B'- 3" 8'- 6' 9'- 2' j"x 2"x0.030" SIT 48"X 0_0_24 5' 7'- 4" 6'- 8" 6'- 2" 100 MPH W. LOAD 11'- 5" 11'- 7" 12'- I" 6' 6'- 8" 6'- 1" 5'- 8" 110 MPH W. LOAD 10'- 5" 10'- 7' 11'- 1' 7' 6'- 2" 5'- 8" 5'- 3" 120 MPH M. LOAD 9'- 7" 9'- 10' 30'- 5" 8' 5'- 9" 3'- 3" 40- 10" AB"I 0.032 9' 5'- 5" 5'- 0" 4'- 7" 100 MPH W. LOAD 12'- 4" 12'- 6' 13'- 0" 10' 5'- 2" 4'- 8" 4'- 4" 110 MPH W. LOAD 11'- 3" 11'- 5" 11'- 11" 2"x 2"x 0.093" OR 2"x 7"x 0.050_EIT 120 MPH M. LOAD 10'- 5' 10- 7" 11'- 1' 5. y'_ 3" 8'- 5" 6'- 0" 4=I 12"x 0.074 6' 6'- 5" 7'- 8" 7'- 3" 100 MPH W. LOAD 12'- 3" 12'- 4' 12'- 10" 7' 7'- 10" 7•- 1" 6'- 9" 110 MPH M. LOAD 11'- 1" 11'- 4' 11'- 10" 8' 7'- 3" CO- 8" 6'- 4" 120 MPH W. LOAD 10'- 3' 10'- 6' 11'- 0" 9' 6'- 11" 6'- 3" 5'- 11" 4"X 48"I 0.032 10' 6'- 6" 5'- 11" 5'- 8" 100 MPH W. LOAD 14'- 1" 14'- 3" 14'- B" 3"x 2"x 0.050" EXT 110 MPH W. LOAD 12'- 10" 13'- 1' 13'- 5" 5' 7•- 9" 7'- 0" 6'- 6" 120 MPH W. LOAD 11'- 10' 12'- 0" 12'- 6' 6' 7'- 0" 6•- 5" 5'- 11' MAXIMUM SPANS FOR STRUCTURAL PANELS ALUMINUM ROOF COMPOSITE 7' 6'- 6" 5'- 11" 5'- 6" PANELS STANDARD PANEL W/ALUMINUM SHEATHING 3105-H14/H-25 ALLOY B. 6'- 1" 5'- 7" 5'- 2" 1.0 • EPS CORE DENSITY 9' 5'- 9" 5'- 3" 4'- 10" WIND LOADS 10' S'- 5" 5'- 0" 4'- 6" GLASS ROOMS AND OTHER ENCLOSED BUILDINGS ]^x 0.019" 3"x 2"x 0.070" En 100 MPH W. L. 11'- 6' 11'- 8" 12'- 2' 13'- 0" 5' 9'- 10" 9'- 0" 8'- ♦" 110 MPH M. L. 10'- 1' 10'- 3" 10'- 10" 11'- 9" 6' 9'- 0" 8'- 3" 7•- 7" 120 MPH M. L. 9'- 4" 9'- 6" 10'- 2' 11'- 1" 7' 8'- 4" 7'- 7" 7'- 0" 3"x 0.024" 8' 7'- 9" 7'- I' 6'- 5' 100 MPH W. L. 13'- 10' 14'- 0" 14'- 5" 15'- 1" 9' 7'- 4" 6'- B" 6'- 2" 110 MPH M. I.. 12'- 1" 12'- 4" 12'- 9" 13'- 6" 10' 7'- 0" 6'- 4" 5'- 11" 120 MPH W. L. 11'- 2' 11'- 3" 11'- 11" 12'- 8' 3"x 0.032' )"x 3"x 0.050" TILT BEAM 5' 9'- 3" 7'- 8" 7'- 1 " 1 100 MPH M. L. 13'- 5^ 15'- 7" IS'- 11" 16'- 7" 6' B'- 5" 7'- 8" 7'- 1" 110 MPH M. L. 13'- 6" 13'- B' 11'- I" 14'- 10" 7. 7'- 10" 7'- 1" 6'- 7" 120 MPH M. L. 12'- 6' 12'- 8" 13'- 0" 13'- 10" 8' 7'- 3" 6'- 8' 6'- 2" DEAD • LIVE LOAD 6 OR/SNOW LOAD (INCLUDES 2 9/SP DEAD LOAD) 9' 6'- 10" 6'- 3" 5'- 10" ALL BUILDING TYPES 10' 6'- 6' 3'- 11' 5'- 6" 3'x 0.019" 229/SF 12'- 9" 12'- 11' 13'- 4" 14'- 1' )'x 4"x 0.050" TILT BEAM 328/SF 10'- 7" 10'- 9' 11'- 3" 12'- 2" 5' 11'- 1" 10'- 3' 9'- 6" 559/SF B'- 0" B'- 3" 9'- 0" 10'- 0" 6' 10'- 3" 9'- 5" 8'- B' 3"x 0.024" 7' 9'- 6" 8'- 8' 8'- 0' 229/11P I5'- 4" 15'- 5" 15'- 10" 16'- 5' 8' 8'- 11" B•- 1" 7•- 6' 329/SF 12'- 8' 12'- 10" 13'- 4" IA'- 0" 9' 8'- 5" 7'- 8" 7'- 1' 559/SF 9'- B" 9'- 11" 10'- 6" 11'- 4" 10' 8'- 0" 7'- 3" 6'- 9" 3"x 0.032' 228/SF 17'- 1" 17'- 3" 17'- 7" 10'- 1" • 170 MPH MIND LOAD EXCEEDS LIVE LOAD AE NT R 329/SF 14'- 2" 14•- 4" 14'- 9' 15'- 5' QUIRHME FOR WAL1(ON OOF 55•/SF 10'- 10' 11.- 0' 11'- 6' 12.- 4" THIS SOLUf41 [_OR SBLECTION QP P AM fQ!rAL[ ON ROOF. ` • TOTAL ROOF PANEL WIDTH - ROOM WIDTH PLUS MALL WIDTH PLUS OVERHANG 1 SLAB DETAILS ADDRESSING EROSION 2' Mm. NOTE Fiber mesh conc.does require wire mesh. • Before slope 3-1/2"1- ,c-Sorel — — L mil; M■ 8 e " f4711 .= 4IYii.. -', £ ady • � �nw �i"r 12" 11 " • r 8' 1 no.39 Bar cont. 8 I n°.4•1 FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP. SLOPE FOOT IN( 0-2"/l2" 2"/12" - 1'-10' >l'-10' Do not block fire exit window. t 8's l 'utility shed I MI. 2'x4'-2'on center. Wood frame shed 2'x4' Alternate. Woo: o.c pressure treated 2'x4 Anchor with pine plate onchor to Anchor with treat( 3-0" header ch concrete with 1/4" header ch. cinch( Dyna•bolts 4•o.c.t,pltt I/4' str.1613* /bolt oc ut o Overhang varies */b--- .2 , L k--2"x Front wotI beam '\ / m select L from table I !! Front wall beam ��(( use A'""W/2"•o.h. 1- ---I a select fro 3'-O" o table I use"A"=W/2.o.h. t'-- a 0 c c S- "W"E m Mid span beam • Front wall beam N d Midspon beam a select L from table I select L from table I xi o select L from table 1 N varies use A"=W use"A".W/2.o.h E use A W :::n:::: X >3 as.3 O • E C _ N L N Shading Type II --.:,. :w See Table 4 1 :I 4' :::::jtt= •: :.:„■: o Shading >;, 3"x3"Fluted past max. Shading • : Type I Carrier beam select d _h;t. = 12' for 120mph TYPe III Denotes from table I use wino Denotes #th 3;x3 x▪D�iS :;:.. : exterior "A".D/2 interior p03t tt. )7Dh '..,.:: post roof I post max r t14d lgldbtp •;;i•• area see Mid beam select • I roof area �:• ;`� Table 4 (rpm tot>te I use See Tob 4 Past gni:trored tG:.'•.,.r;: A =W 1..400 asee i trid•;y " SINGLE CARPORT tpvcl et 4Rst;;:;r; Shodi T yp e I _ 't. 4 See Table W I W "1 't r W See connection detail N°I Typical W/2 N W/2.o.h. W/2 + W DOUBLE CARPORT WITH CENTER POST. DOUBLE CARPORT WITHOI eisivoit 12"x pan(see charts)use "w"to /select pan for required span. ` All beams,pans 3"receiving channel 2"x mid span 3"receiving charnel and fasteners ore anchors w/3-n..8x1" beam see simple span / anchor w/3-n°.8x1" t sized for 120 mph SMS per foot. table I sheet 2 _L SMS per foot. t •E wmdload E See Detail N°2 Typical E ✓ For front beam use .c See chard for roof ,. See chart for roof ., A"=W/2•overhang Aluminum beam t panels 2 x 3"x3"x0.05"post.— u l panels 2'x 3"x3"x( Lfor =W/4•nh. $ carrier beam. . carrier beam. o !l'Structure grade E E E thermal ply with g 2500 psi concrete Space max. a• 2500 psi concrete w/ Space i a lob vinyl siding. 2"x 2"x0.04 alum.or with 6x6-IOxlOw.w. E 6z6 IOx10ww mesh 2"x 4° 24"o.e.ptp % mesh over 0.006 r4" .X over 0 006 mil visquene --Shed is three framed ., mil visquene. --3"x 3"front post 1 u or fiber mesh R wall ottoohed to 6x6-10xt0w.w. T --- mobile home. mesh WI varies 1/12"k•Bolts for F► - . --- --- 1 f••-- varies varies ,I 2'x4 Dyno PTP bolt plot4'e.a o.c. SECTION THROUGH CARPORT SECTION THROUGH CAI —— 3/9" —--- =— 0.006 mil visquene DEL OR SINGLE WOOD PLATE vapor barrier. • �—See connection s UTILITY SHED AND CARPORT Note detail. I. Anchor pans to `�'"'m NOTE,Self tapping WALL SECTION header ch.with 3 `� _ hex head screws n.. IOxI/2"SMS acceptable alt. with washer and for SMS/wash. _ neoprene seal If 2"x Beam anchor Alternate, Uhlrtx shed framing of receiving ch. to studs with See sheet 2 I"x Z'extrusion. 2"x 2"x 0.04 w/1'x2'104 2.Anchor pans to ..I0 x3-I/2'SMS for tables plate anchor w/I/4"x2-I/;" roof beams with 2"x 4" 3/16"THERMAL 2"x extrusion Topcon drive pins or equal 6' 3 n..10 xl/2"SMS studs Contractor per span table. �\each side of post ord 2'o.c.mox. with washer and 24" PLY SIDING OR EQ• shall verify �■.. neoprene seal If oz. • 2"x4"PTP plate the construe- 3' 11/2" n. IOSMS l of beam. 3/8"x4-1/2 lions of the into screws slots. _-__ \I - 3.Anchor column to Dyno-bolts. mobile home ��., f concrete floor is to he Min 3-1/2"conc.slob `L. with 2-1/4'x 3" attached to. with 6x6-10x10 WWM--- Dyna•bolts. 4" or fiber-MESH I 4.Anchor column to Mitt _2500 psi cone with • base plate with 2 n..5.bars cont. DETAIL N' ALUMINUM FRAME FOR UTILITY ROOM POST TO I -I/4"SS bolt CONNECTION TO BASE AND POST TO BEAM DETAIL SECTION THROUGH UTILITY ROOM MOBILE HC ' t TABLE 1: MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS 6 CARPORTS OPEN BUILDING SPAN USE "A' . AS SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIPIEI ALUMININUM INDUSTRY STANDARDS 3105-H14 OR H25 2.S'I 17"X 0.022 NO 0. H. I' 0. H. 2' O. H. 3. O. H 4' 0 F 100 MPH N. LOAD 11'- 7' 11'- 4" 11'- 10" 12'- 8" 13'-. 9 110 MPH W. LOAD 10'- 3' 10'- 5" 10'- 11" II'- 10" 12'- 11 120 MPH M. LOAD 9'- 8" 9'- 11' 10'- 6" 11'- 4" 12'- 2.5"X 17"I 0.076 100 MPH W. LOAD 11'- 9' 11'- 11" 17'- 5" 13'- 2' 14'- 110 MPH W. LOAD 10'- 9' 10'- 11" 11'- 5" 12'- 3" 13'- 120 MPH M. LOAD 10'- 2" 10'- 4" 10'- 11" 11'- 10' 12'- 1 2.5"X 12"X 0.030 100 MPH W. LOAD 12'- 0" 12'- 7" 12'- 8" 13'- 5" 14'- 110 MPH W. LOAD 10'- 11' 11'- 1" 11'- 8" 12'- 6" 13'- 120 MPH W. LOAD 10'- 4" 10'- 7" 11'- 1" 12'- 0" 13'- 2.5"X 12"X 0.032 100 MPH W. LOAD 13'- 6" 13'- 8" 14'- 1' 14'- 10" 15'- 110 MPH W. LOAD 12'- 4" 12'- 6" I]'- 0" 13'- 9' 14'- 120 MPH M. LOAD 11'- 9' 11'- 11" 12'- 5' 13'- 2" 14'- 3.0"X 12"I 0.026 100 MPH M. LOAD 14'- 3" 14'- 7" 14'- 10" 15'- 7' 16'- 110 MPH M. LOAD 12'- 11" 13'- 1" 13'- 6" 14'- 2" 16'- 120 MPH W. LOAD 12'- 3" 12'- 4" 12'- 10" 13'- 6" 14'- 3.0"X 12"X 0.032 100 MPH W. LOAD 16'- 7" 16'- 4" 16'- 8" 17'- 3' 18'- 110 MPH W. LOAD 14'- 10' 14'- 11' 15'- 4" 1S'- 11" 16'170 MPH W. LOAD 14'- 0" 14'- 2" 14'- 7" 14'- 10" 16' 3.0"I 12"X 0.036 100 MPH W. LOAD 17'- 7" 17'- 8" 18'- 0" 18'- 7" 1�.. 110 MPH W. LOAD 16'- 0' 16'- 2" 16'- 6" 17'- 1" 120 MPH W. LOAD 15'- 2' 15'- 4' 15'- 8" 16'- 4" 17'- 3.0"X 12"X 0.040 100 MPH M. LOAD 19'- 10' 19'- 11" 20'- 2" 20'- 8" 21'- 110 MPH W. LOAD 18'- I' 18'- 7" 18'- 6" 19'- 0" 19'- 120 MPH W. LOAD 17'- 2" 17'- 3' 17'- 7' 18'- 2" 18'- 1 "W" PANELS 12.5"X 2.5"I0.028" NO 0. H. 1' O. H. 2' 0. H. 3' 0. H 6' 0, H 100 MPH M. LOAD 12'- 6" 12'- 8" 13'- 7" 13'- 11' 14'- 10' 110 MPH M. LOAD 11'- 5" I1'- 7" 12'- I" 12'- 11" 13'- 11 120 MPH W. LOAD 10'- 10' 11'- 0" 11'- 7" 12'- 5" 13'- 6' 12.5"X 7.5"X0.034" 100 MPH W. LOAD 14'- 0' 14'- 1" 14'- 6" 15'- 7" 16'- I' 110 MPH W. LOAD 12'- 9' 12'- 11' 13'- 4" 14'- 1" 15'- 0' 120 MPH W. LOAD 12'- 1' 12'- 1" 12'- 9" 13'- 6" 14'- 6' NOTE: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE IT IS RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM THE GLASS ROOM SPAN TABLES. TABLE T_.a_ MAI. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS 6 CARPORTS OPEN BUILDING SPAN USE 'A' . AS SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIEL ALUMININUM ALLOY 3105-H38 OR EQUAL MIN YIELD 28.000 PSI 3.0'2 12"I 0.026" 100 MPH W. LOAD 18'- 9' 18'- 11' 19'- 3' 19'- 9" 70'- - 110 MPH W. LOAD 17'- 7' 17'- 3" 17'- 7' 18'- 2" 18'- 1 120 MPH M. LOAD 16'- 3" 16'- 5" 16'- 9" 17'- 4" 18'- 3.0"X 12'X 0.032" 100 MPH M. LOAD 21'- 0" 21'- I" 21'- 3" 21'- 10' 72'- 110 MPH M. LOAD 19'- 2" 19'- 3" 19'- 7" 20'- 1" 20'- 120 MPH M. LOAD 18'- 2" 18'- 3" 18'- 7' 19'- 2" 19'- 3.0"X 12"X 0.036" 100 MPH M. LOAD 21'- 7" 21'- 8" 21'- 11' 22'- 4" 23'- 110 MPH M. LOAD 19'- 8" 19'- 10" 20'- 1" 20'- 7' 21'- 120 MPH W. LOAD 18'- 8' 18'- 9" 19'- 1" 19'- 7" 20'- ' 3.0"I 12'X 0.040" 100 MPH M. LOAD 24'- 0' 24'- 2" 24'- 6' 24'- 10" 75'- 110 MPH W. LOAD 77'- 0" 22'- 1" 22'- 4' 72'- 9" 23'- 120 MPH W. LOAD 20'- 10" 20'- 11" 21'- 3" 21'- 8" 22'- "2" PANELS 12.5"X 2.5'X0.028" NO 0. H. I' 0. H. 2' O. H. 3. 0. H 4' 0. H 100 MPH W. LOAD 15'- 3" 15'- 4" 15'- 9" 16'- 8" 17'- 2 110 MPH W. LOAD 13'- 11" 14'- 0" 14'- 5" 15'- 2" 16'- 0 120 MPH W. LOAD 13'- 2" 13'- 4" 13'- 9" 14'- 6" 15'- 5 12.5"X 2.5"I0.034" 100 MPH M. LOAD 17'- 0" 17'- 1" 17'- 6" 18'- 0" 18'- 10' 110 MPH W. LOAD 15'- 6" 15'- 8" 16'- 0" 16'- 7" 17'- 120 MPH W. LOAD 14'- 8" 14'- 10' 15'- 3" 15'- 11" 16'- ' NOTE: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE IT IS RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM THE GLASS ROOM SPAN TABLES. ' ADD j6WONT8 QP OVERHANGS TO "W_ POR T08TAL CARPORT WIDTH. TABLE 1. CONTINUED ROYAL ALUMINUM SUPER-PAK PANELS 3105-H28 PAT 1 4.918.298 PAN SIZE MAIIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIP: 07"I 12'S 0.022 NO 0, H. 1' O. H. 2' O. H. 3' 0, H 4' 0, 100 MPH W. LOAD 16'- 5" 16'- 6" 16'- 10" 17'- 4" 18'- 110 MPH W. LOAD 14'- 10" 14'- 11" 15'- 3" 15'- 10" 16'- 120 MPH W. LOAD 13'- 11' 14'- 1' 14'- 5" 15'- 0" 15'- 1 5"X 12"I 0.028 100 MPH W. LOAD 18'- 11" 19'- 0" 19'- 4" 19'- 9" 20'- 110 MPH W. LOAD 17'- 1" 17'- 2" 17'- 6" 18'- 0" 18'- 120 MPH M. LOAD 16'- 1" 16'- 3" 16'- 7" 17'- 1" 17'- I OS'S 1212 0.030 100 MPH W. LOAD 19'- 10 19'- 11" 20'- 7" 70'- 7" 21'- 110 MPH M. LOAD 17'- 11 18'- 0" 18'- 3" 18'- 9" 19'- 120 MPH M. LOAD 16'- 10" 17'- 0" 17'- 3" 17'- 10' 18.- 2,511 12'2 0.036 100 MPH W. LOAD 21'- 7" 21'- 8" 21'- 11" 22'- 4" 22'- 1 110 MPH M. LOAD 19'- 6" 19'- 8" 19'- 11" 20'- 4" 21'- 120 MPH M. LOAD 18'- 5" 18'- 6" 18'- 10" 19'- 3" 19'- 1 "M" PANELS L.5_I 2,5"X0.078' NO Oi H. 1 0. H. 2' OA H. 3' Oi H 4' O. 1 100 MPH M. LOAD 17'- 4" 17'- 5" 17'- 9" 18'- 4" 19'- 110 MPH W. LOAD 15'- 10" 15'- 11" 16'- 7" 16'- 11" 17'- 6 120 MPH M. LOAD 15'- 0' 15'- 1" 15'- 6' 16'- 2' 17'- C 12.5"X 2;5"X0.034" 100 MPH M. LOAD 19'- 2" 19'- 3" 19'- 7" 20'- 1" 70'- 110 MPH M. LOAD 17'- 6" 17'- 7' 17'- 11' 18'- 6" 19'- 120 MPH W. LOAD 16'- 7" 16'- 8" 17'- 0' 17'- 7" 18'- ‘9. 5 SLAB DETAILS ADDRESSING EROSION • 2' Mm. NOTE: Fiber mesh conc.does require wire mesh. Before slope 3-1/2"1 _ — ¢ gii D : ' iw1 8" _f:. •°,: "-o ' 1is � , .i1:-ViViinwn • .11Beni+ril4% 12 '"Pw-_ ' I no.3•Bar Cont. 8 In".4.: FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTIN' 0-2"/12" 2"/12" - 1'-10' >1'-10' 11 i1 11 r NOTE: For beam II r II span length "A" for fable t , / eoquoAls t W larger II A==W/2•OH. o Ii o I. H J I 11 J II I. c a. O O- I E O- w 0 ..>. I .J cis ii7iii:�i£ �i�:<:� iiii:3.:::: ':�� '••.::•.••::;' m Ai W/2.O.H :»A' < :_<E:.:;.:$?!::0.•:::q .y4JP:'A'lf::'1::::� A=W/ r .H '} I --- -- �' ••'•••:v.•::::••. I 2•0 '•A.IYCF';P;rigi 1 Overhang I oW. :Y e ]]{r Ov W'es lt: VaI "yi. 12 * slope 12 1/2 — I/2 .— "W" for pan size "W" for pan size ' see table 2 after see table.2 offer computing A computing"A" largest value largest.value. _ FRONT VIEW DOUBLE OR SINGLE BAY CARPORT END VIEW SINGLE CARPO. t varies See Table 2 aluminum pons t f. 3 no.8 S.M.S.with washers (per 12" pan) or 4"on center max. III 6-1/4"x(t•I') with washers (per 4'panel) 8"on center. V ' AIM l� , I See Table 3 for number of bolts. D 24" For beam and post sizing consult schedules. Poured conc. Mil ,_ Column notched to suit. I L 4" 6" slope 12 ISOLATED FOOTING PRECAST PAD a POST TO _ 1/2 See Table 5 for max.WI( BEAM ' 11r CONNECTION DETAIL "H'" for pan size "W" for pan size see table 2 N see table 2 Aluminum base Aluminum angle f / I match post to base 2"x 2"x 1/8 Post size thru 2-n". 10 x I"sm. I. bolt•1/2° each angle into f post. 1/4" Masonry 1/4" Masonry ENO VIEW DOUBLE CARPORT anchor 2/post. anchor in conc 2/post. *Slope minimum or manufacturers recomendation. i TYPICAL POST CONNECT( NOTE■ Angles may have leg inside post TABLE I: MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS 6 CARPORTS ? OPEN BUILDING SPAN USE "A' . AS SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIED ALUMININUM INDUSTRY STANDARDS 3105-H14 OR H25 2 2_3.11 12"X 0.022 NO Oi H. I' O. H. 2' 0. H. 3. O. H 4. O, H, 100 MPH M. LOAD 11•- 2" 11'- 4" 11'- 10" 12'- 8" 13'- 9' 110 MPH W. LOAD 10'- 3" 10'- 5" 10•- 11" 11'- 10" 12'- 11" 120 MPH M. LOAD 9'- 8" 9'- 11' 10'-. 6" 11'- 4" 12'- 2_3_1 17"X 0026 5" 100 MPH W. LOAD 11•- 9" 11'- 11' 12'- 5" 13'- 2" 14'- 2" 110 MPH M. LOAD 10'- 9" 10'- 11" 11'- 5' 12'- 3" 13'- 4" 120 MPH W. LOAD 10'- 2' 10'- 4' 10'- 11" 11'- 10" 12'- 11" 2,5_X 12"I 0.030 100 MPH W. LOAD 12'- 0" 12'- 7" 12'- 8" 13'- 5" 14'- 5" 110 MPH M. LOAD 10'- 11" 11'- 1" 11'- 8" 12'- 6" 13'- 6" 120 MPH W. LOAD 10'- 4" 10'- 7" 11'- 1' 12'- 0" 13'- 1" 2.5"X 13'X 0.032 100 MPH M. LOAD 13'- 6" 13'- 8" 14'- 1" 14'- 10" 15'- 9" 110 MPH W. LOAD 12'- 4" 12'- 6" 13•- 0" 13'- 9' 14'- 9' 120 MPH M. LOAD 11'- 9' }1•- 11" 12'- 5' 13'- 2" 14'- 2' 3.0"X 12"X 0.026 100 MPH W. LOAD 14'- 3" 14'- 7" 14'- 10" 13'- 7" 16'- 3" 110 MPH M. LOAD 12'- 11" 13'- 1" 13'- 6" 14'- 2" 16'- 1" 120 MPH W. LOAD 12'- 3" 12'- 4" 12'- 10" 13'- 6" 14'- 11" 3.0_I 12"I 0.032 100 MPH W. LOAD 16'- 2" 16'- 4" 16'- 8" 17'- 3" 18'- 1' 110 MPH W. LOAD 14•- 10" 14'- 11' 15'- 4" 13'- 11" 16'- 10" 120 MPH M. LOAD 14'- 0" 14'- 2' 14'- 7' 14'- 10' 16'- 2' 3.0"X 12"X 0.036 100 MPH W. LOAD 17'- 7" 17'- 8" 16'- 0" 18'- 7" 19'- 3" 110 MPH W. LOAD 16•- 0" 16'- 2' 16'- 6" 17'- 1" 17'- 11' 120 MPH W. LOAD 15'- 2" 13'- 4" 15'- 8' 16'- 4' 17'- 2' 2,0"I 12"I 0.040 100 MPH M. LOAD 19'- 10" 19'- 11" 20•- 2" 20'- 8" 21'- 4' 110 MPH W. LOAD 18'- 1" 18'- 2" 18'- 6" 19'- 0" 19'- 9 120 MPH W. LOAD 17'- 2" 17'- 3' 17'- 7' 18'- 2' 18'- 11' "W" PANELS 3_ 12. X 2.5"X0_028" NO O. H. 1_0 H. 2' 0, H. 3' O. H 4' O. H. 100 MPH W. LOAD 12•- 6" 12'- 8" 13'- 3" 13'- 11' 14'- 10' 110 MPH W. LOAD 11'- 5' 11'- 7" 12'- 1' 12'- 11" 13'- 11' 120 MPH M. LOAD 10'- 10" 11'- 0' 11•- 7' 12'- 5" 13'- 6' 12.5"I 2_5'X0.034" 100 MPH W. LOAD 14'- 0" 14'- 1' 14'- 6" 15'- 2" 16'- 1" 110 MPH M. LOAD 12'- 9" 12'- 11' 13'- 4' 14'- 1" 15'- 0" 120 MPH M. LOAD 12'- 1' 12'- 1" 12'- 9" 13'- 6" 14'- 6" Nara: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE IT IS RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM THE GLASS R00I1 ;PAN TABLES.- L TABLE 1_e: MAI. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS 4 CARPORTS OPEN BUILDING SPAN USE 'A' - AS SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAXIMUM SPANS OP PANS UNDER LOADS AND 0. H. SPECIFIED ALUMININUM ALLOY 3105-H38 OR EQUAL MIN YIELD 28.000 PSI _.0"X 12"I 0.026' -- 100 MPH W. LOAD 18'- 9" 18'- 11" 19'- 3" 19'- 110 MPH W. LOAD 17'- 2" 17'- 3' 17'- 7' 18'- 2" 20'- 8' - 11' 120 MPH W. LOAD 16'- 3" 16'- 5' 16'- 9" 17'- 4' 18'- 1" 2.0'2 12"X 0.032' 100 MPH M. LOAD 21'- 0' 21'- 1" 21'- 3" 21'- 10" 22'- 5" 110 MPH W. LOAD 19'- 2" 19'- 3" 19'- 7' 20'- I" 20'- 9" 120 MPH W. LOAD 18'- 2" 18'- 3' 18'- 7" 19'- 2" 19'- 10" BO_I 12"X 0.036" 100 MPH W. LOAD 21'- 7' 21'- 8" 21'- 11" 22'- 4" 23'- 0' 110 MPH W. LOAD 19'- 8" 19'- 10" 20'- 1" 20'- 7" 21'- 3" 120 MPH W. LOAD 18'- 8" 18'- 9' 19'- 1" 19'- 7" 20'- 4' 2,0"I 12"X 0_040" 100 MPH W. LOAD 24'- 0" 24'- 2" 24'- 6" 24'- 10" 25'- 4' 110 MPH W. LOAD 22'- 0" 22'- I' 22'- 4" 22'- 9" 23'- 5' 120 MPH W. LOAD 20'- 10" 20'- 11' 21'- 3' 21•- 8" 22'- 4' "W" PANELS 12.3"I 2.5'20.028" NO O. H. 1' O. H. 2' O. H. 3' O. H 4' O. H. 100 MPH M LOAD 13•- 3" 15'- 4" IS'- 9" 16'- 8" 17'- 2" 110 MPH W. LOAD 13'- 11' 14'- 0" 14'- 3' 15'- 2" 16'- 0' 120 MPH M. LOAD 13'- 2" 13'- 4" 13'- 9" 14'- 6" 15'- 5' 12.5"X 2_5"X0.034' 100 MPH W. LOAD 17'- 0" 17'- 1' 17'- 6" 18'- 0" 18'- 10" 110 MPH W. LOAD I5'- 6" 15'- 8" 16'- 0" 16'- 7" 17'- 5" 120 MPH W. LOAD 14'- 8" 14'- 10' 15'- 3' 15'- 11" 16'- 9" 01il IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE IT IS RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM THE GLASS ROOM SPAN TABLES. - --- • ADD 1ENGHTS OF OVEEHANOB T.0 'W" TOR TOTAL CARPORT WIDTH. ROYAL ALUMINUM SUPER-PAN PANELS 3105-H28 PAT f 4,918,898 PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIPIE • L3"1 I]_I 0.022 NO 0, H. 1' Oi H. 2• 1 H. 7' 0. H ♦' O. H 100 MPH N. LOAD 16'- 5" 16'- 6" 16'- 10" 17'- 4" i8'. I 110 MPH M. LOAD 14'- 10" 14'- 11" 15'- 3" 15'- 10" 16'- 6 120 MPH M. LOAD 13'- 11" 14'- 1" 14'- 5' 15'- 0" 15'- 11 1_5"2 12"X 0.028 100 MPH W. LOAD 18'- 11" 19'- 0" 19'- 4" 19'- 9" 20'- 5 110 MPH M. LOAD 17'- 1' 17'- 2" 17'- 6" 18'- 0" 18'- 8 120 MPH M. LOAD 16'- 1' 16'- 3" 16'- 7" 17'- 1" 17'- 10 1,5=X 12"2 0.030 100 MPH W. LOAD 19'- 10 19'- 11' 20'- 2" 20'- 7" 21'- 3 110 MPH W. LOAD 17'- 11 18'- 0" 18'- 3" 18•- 9" 19'- 5 120 MPH W. LOAD 16'- 10" 17'- 0" 17'- 3" 17'- 10" 18'- 6 05"X 12"X 0.036 100 MPH M. LOAD 21'- 7' 21'- 8' 21'- 11" 22'- 4" 22'- 11 110 MPH W. LOAD 19'- 6" 19'- 8" 19'- 11" 20'- 4' 21'- 0 120 MPH W. LOAD 18'- 5" 18'- 6' 18'- 10" 19'- 3' 19'- 11 'M' PANELS 12_5"2 2.5"20.028" NO Oi H. I_ Q. H. 2. 2, H. 3' O. H 4' O. _H. 100 MPH W. LOAD 17'- 4" 17'- I' 17'- 9' 18'- 4' 19'- 1" 110 MPH W. LOAD 15'- 10" 15'- 11" 16'- 2" 16'- 11" 17'- 8" 120 MPH M. LOAD 15"- 0" 15'- 1" 15'- 6' 16'- 2" 17'- 0' 12_5"X 2.5"20.034' 100 MPH M. LOAD 19'- 2" 19'- 3' 19'- 7" 20'- 1' 20'- 9" 110 MPH W. LOAD 17'- 6" 17'- 7' 17'- 11' 18'- 6" 19'- 2" 120 MPH M. LOAD 16'- 7" 16'- 8' 17'- 0' 17'- 7" 18'- 5" ` — DALE 1 MAX. SPANS FOR ALUMINUM PANS FOR ROOFOVERS ' ALUMINUM 3103 H-14 OR H-23 ALLOY ' PANEL SIZE ROOM ROOF PANEL SPAN . "W" AS SHOWN ON DRAWINGS• )-3/4"x 1.0'x 0,024" CLEATED ROOF EAN 1=3L4": I.0_: 0_072__ N H_1''O.H. 2'O.H. NOQ.H. 17,.:2„H. 27 O.H. 100 MPH N. L. 9'- 6" 9'- 9" 10'- 4" 11'- 0" 11' • e" 12'- 2•' • • 110 MPH N. L. 6'- S" S'-11" 9'- 7" 10'- 0" 10'- S" 11'- 3" 120 MPH M. L. S'- 0" S'- 3" 9'- 0" .9'- 4" 9'-11" 10'- 6" Lr_lL; 1.0'x 0.076" STANDARD PANS 1-}(2 : 1.0': 0.026" NO 0.H, 1_O.H_2' 0.H. NO 13.H;1' 0.H. 2' O.H_ 100 MPH N. L. 11'- 7" 11'- 9" 12'- 3" 12'- 2" 13'- 9" 12=10" 110 MPH N. L. 10'- 7" 10'- 9" 11'- 4" 11'- 1" 11'- 3" 10'-10" 120 MPH W. L. 9'-10" 10'- 0" 10'- 7" 10'- 3" 10'- 6" 11'- 0" ": 1.0_: 0.0261 NTANDARD RAN8 "= 1_0': 0.037" NO O.H, 1' O.H, 2' O.H. NO 0_Hil_0_H=2_0_H_ 100 MPH W. L. 14'- 3" 14'- 7" 14'-10" 16'- 2" 16'- 4" 16'- e" 110 MPH N. I.. 12'-11" 13'- 1" 13'- 6" 14'-30" 14'-11" 13'• 4" 120 MPH N. L. 12'- 3" 12'- 4" 12'-10" 14'- 0" 14'- 2" 14'- 7" Max.span Table I • LOJAL ROOM _ wjGTH ROVE "w" ..JENGHT OF OVERHANGS I NOTE: CLIPS CAN BE USED AT THE COACH MID SPAN TO OBTAIN LONGER r SPAN AND ARE RECOMMENDED TO ELIMINATE PAN RUMBLE. --0 Ridge cop Aluminum panel"roof over". ��-a Single wide mobile home. 2"Street to When bendng panel down to fit slope of roof more than 3 ELEVATION V notch panel risers and splice 3 n..8 4 x 1/2"sheet metal screws each end notch with riser sec.with 3 n..8. Alum.pan of each 1-1/4.112"roof panel. screws each side of notch. 3 n°.8 0x 1/2"sheet metal screws N\ I 1 each roof panel each end w/n w --' f— Aluminum pan \ see Table I -� i a • 2 N°10xshe panel w/neo- prene washers Shown, Aluminum Shown Aluminum into exLtmg underskirt fascia underskirting fascia , mobile home, with clips 4'0'c.c " with cups of 4'-0"O.C. \ 2°z 3°x0040 roll form . ' aluminum angle with n..104 x I. sheet metal screens 2"x 3"x0.04"Roll forn),aluminum \Existing mobile home' at 6 c-c(into coach frame) angle with no 10•x 3/4 .sheet metal screws at 6"o.c. Into conch framing. 2"Sheet foam insulation SINGLE WIDE ROOF OVER DOUBLE WIDE f • NOTES Install rigid board foam insulation into oluminum roof pan. Cover insulation with.014" protector panel with overlopp 024"Aluminum roof. Insulation panel shall be closed with aluminum end cop h t 8x 5/8" CORROSION RESISTIVE 0.014" Aluminum cover. insulation placement and to discourage the nesting of wil WASHER HEADED SCREWS or insects. Rigid nsufation. Proctector panel will be secured by t 8x 5/8" CON � RESISTIVE WASHER HEADED SCREWS IROZEM Pbn size caries i�////�.7 Screws pattern shall be a 12°on oil perimeters and center field on each panel. I 12" I Aluminum end cop will he attached with 3 n..8-1/2" RESISTIVE WASHER HEADED SCREWS Seal all screws heads with butyl rubber caulking • Underside of roof shall comply with Thermal Barrier requu of Section 717.1.3 SBC 1988 with 89 rev Mobile home INSULATION OF EXISTING PAN ROOF DETAIL this requirement. Gloss rooms shall meet this requlremen • TABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS. SCREEN 6 VINYL ROOMS AND OTHER SCREEN ENCLOSURES- W/ SOLID ROOFS 6063 T-6 ALLOY T_ADLS 2: logriULE OF POST TO SHAM 81ZE 4 • OP TFOtU BOLTS REQUIRED BEAM SIZE MINIMUM • /7HRU BOLTS L. D ♦ 1/2• POST SIZE 1/4" 3/8' BEAM SIZE NOTE: POP SPAN •L" ON DRAWING USE WIDTH "W"/2 ♦ O.H. 2"X 3"X 0.05" TILT 3"X 3'X 0.06" Sc41pd 1 W 2"x 3_z0-03_ TILT PRAM EXAMPLE: WIDTH • 14'/2 ♦ 2'• 9' WIDTH "A" WALE ON R./170 MPH W. L. 100 MPH N. L. 110 MPH N. L. 2"2 4"X 0.044 TILT 3"X 3"1( 0.06' I 5' 8'- 0" 9'- 3" 8'_ 5" 2"X 4"I 0.044" 1 0.17' SMB 3'I 3"X 0.06' 2 2"X 4"I 0.044• I 0.15" SMB 3"X 3"I 0.06" " 2 6' 7'- 4" 8.- S' 7' 8" 2"2 6"1 0.044" I 0.12" 811E 3"I 3"I 0.093 3 2 7' 6'- 9" 7'- 10" 7' 1" 2"I 7"X 0.050' I 0.13' 811E 3"I 3"X 0.093 3 2 8' 6•- 4" 7'- 4' 6'- 6• 2"X 8"X 0.070' I 0.23' 811E 3"I 3"I 0.125 4 3 9' EIAMPOB 5.- 18" 41_ 10" 5' 3' 2"I 9"X 0.070' s 0.23. 8MB 3"I 3"I 0.125 4 3 • 10' S'- 0" 6'- 6" S'- 11" F11' 5'- 5" 6'- 3" 5'- 8' 12' 5'- 2" 5'- 11" 5'- 5" • j"x 4"x0.050" TILT BEAM 5' 9'- 9" 11'- 3" 10'- 3" TABLE 4: gra. ROOF AREA FOR ALUMINUM CARPORT POST F 6' 8'- 11" 10'- 3" 9'- 5" FOR ALLOWABLE ROOF AREA USE 'AREA" • 8 I (W/2 4 0.H.) I" 7' 8'- 3" 9'- 6" 8'- 0 EXAMPLE: "S"• 7' W • 12', i O.H. ♦• 2' THUS: "AREA" • 56 SF 1" 6' 7'- 9" 8'- 11" 8'- 2" POST TYPE MAX. ALLOW. ROOF ARRA POR VARIOUS TYPE POST IN SF 9' 7'- 3• 6.- 5" 7'- 8' DESIGN LOADS AND WIND VELOCITY_LOADS_ F 10' 6'- 11" 6'- 0" 7'- 3" POST HGT POST MAI • !AMP 100 MPH 110 MPH 170 P.A.T. N" 11' 6'- 7" 7'- 7" 6'- 11" 3"x 3"x0.060_ROLL FORKED" 2" 2" 12' 6'- 3" 7•- 3' 6'- 8" 12'- 0" 5,200 260 347 289 248 alt_1:1_1 x 0.044's 0.120' 8.M.DB 16•- 0" 3.640 162 243 202 173 3" 5' 12'- 10" 14•- 10" 13'- -6 3•x 2"x0.093" OR 2"1 33"x 0030" EiTRUSION" I" 6' 11'- 8" 13'- 6" 12'- 4" 7•- 9' 6,960 348 464 387 331 1" 7' 10'- 10" 12'- 6" 11'- 5" 12•- 0' 4,060 203 270 226 193 8' 10'- 1" 11•- 0" 10'- 8" 1i-x 2"x 0.070_EXTRUSION" 1" 9'. 9'- 6" 11'- 0" 10'- 1" 6•- 2" 7,100 426 567 473 406 0" 10' 9•- 0" 10'- 5" 9'- 6" 12•_ 0" 4,970 249 331 276 236 2• 11' 8'- 7" 10'- 0" 9'- 1" Ex 3"x0.0600=SCALLOPED" 12' 8'- 3" 9'- 6' 6'- 8" 11.-10" 6.640 432 576 480 411 3. 7'E_3"s 0.030"x 0.170. 8_.MB. _— -- 16'- 0" 6,120 306 408 340 291 1" 5' 15'- 2" 17'- 6" 16'- 0" 3•x 3"x 0.90' - 2" 6' 13'- 10" 16'- 0" 14'- 7" 11'-10" 12.960 648 864 720 617 7' 12'- 10" 14'- 10" 13'- 6" 16'- 0' 9,180 459 612 510 437 6" 8' 12'- 0" 13'- 10• 12'- 7" 3"x 3"x 0.125" TUBE" 9' 9' 11'- 3" 13'- 0" 11'- 11" 13'- 3' 13.500 675 900 750 643 I" 10' 30'- 0" 12'- 1" 11'- 9" 16'- 0" 0.000 500 667 556 476 11' 10'- 3" II'- 10" 10•- 9" 4"s 4"x 0.125" TUBE" 12' 9'- 9" 11'- 3" 10'- 4' 15'- 9" 23,280 1164 1588 1293 1109 a'1 6'x 0.010"1 0.120_11.M.B. 20'- 0" 18,430 921 1229 1024 870 5' 17'- 10" 20'- 6" 16'- 9" • 6' 16'- 6" 16'- 9" 17'- 1" • ALLOY 6063 7-6 7' 15'- 0" 17'- 4" 15'- 10" ALLOY 3103 216 8' 14'- I' 16'- 3" 14'- 10' — • 9' 13'- 3" 15'- 4" 14'- 0" 10' 12'- 5" 14'- 6" 13'- 3" TABLE 5: ISOLATED FOOTINGS • 11' 12'- 0" 13'- 10" 12'- 8' MAXIMUM ROOF AREA IN SF FOR CARPORT POST WL ISOLATED FOOTING 12' 11'- 6" 13'- 3" 12'- 1" FOR BELOW LISTED HIND VELOCITY UPLIFT LOADS FOOTING TYPE i SIZE 100 MPH 110 MPH 120 MPH 2"x 7'x 0.050"I 0.120" 8.11.8. POURED CONCRETE S' 19'- 6" 22'-6" 20'- 7• i'-0"I 1'-0"X 1'-0" 29 25 21 6' 17'- 10• 20'- 7" 18'- 9 1'-4"I 1'-4"I 1'-4' 86 72 61 7' 16'- 6" 19'- 1" 17'- 5' 1'-6"I 1'-6•X 2'-0" 163 136 116 8' 15'- 5" 17'- 10" 16'- 3" 1'-8"I 1'-8"I 2'-0" 107 156 134 9' 14'- 6" 16'- 10" 15'- 4" 1.-8"I 1'-6"X 2'-6" 275 229 196 10' 13'- 9" 15'- 11" 14'- 6" 2'-0'X 2'-0'I 2'-0" 346 268 257 11. 17'- 2" IS'- 2" 17'- 10" 2'-6'I 2'-6"I 2'-6" 463 366 331 12' 12'- 7" 14'- 6' 13'- 3• 2"x 6'8 0.070"x 0.724' S.M.B. PRE-CAST SLAB W/ 806 SACS-CRETE 6 DACEPII.L OVER BLAB S; 5' 26'- 3" 30'- 6" 77'- 11" 1'-4"I 1'-4"I 2'-4" 117 97 56 6' 24'- 2" 27'- 11" 25'- 5" 1, 1" 7' 22'- 4" 25'- 10" 23'- 7" 8' 20'- 11" 24'- 2' 22'- 0" 5"" 9' 19'- 8' 22'- 9" 20'- 9' 9" 10' I8'- 8" 21'- 7' 19'- 8" 0" 11' 17'- 10" 20'- 7" 16'- 9" 12' 17'- 1" 19'- 8" 18'- 0" 0" 2"x 9_x 0.070"i 0.224=8.M B. 3" 5' 28'- 8" 33'- 1" 18'- 9" 4" 6' 26'- 2" 30'- 3" 27'- 7" 7' 24'- 3• 26'- 0' 25'- 7" 1" 6' 22'- 8" 26'- 2" 23'- 11" )" 9' 21'- 4" 24'- 8' 22'- 6" 10' 20'- 3" 23'- 5" 21'- 4" II' 19'- 4" 22'- 4" 20'- 4" 12' 18'- 6" 21'- 4' 19'- 6" NOTE: FOR SCREEN OR VINYL ROOM FRONT WALL BEAM SEE TABLE 4 OF PREVIOUS SECTION ON GLASS ROOMS. r NOTE: All spans and capacities are based on worst cose of uplift loods due to wind velocities. A �} .E ALL INFORMATION AND DETAILS CONTA.IiED ON THI1�D�IIFe ITN F H PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED. 1 OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION 6 IS NOT VALID WITHOUT Mr. BENNETT'S SIGNATURE AND EMBOSED SEAL ON 1 A MASTER FILE COPY BELONGING Ti) THE. PERSON USING A COPY OF TIIIS. S / MEETSTHEREOUIREMENTS d OF CHAPTER 1205 SBC 1991 ED 0 6 LAWRENCE a BENNETT t1 fl CIVIL ENGINEER 8, DEVELOPMENT CONSULTANT 1 P.O. Box 4368 South Daytona , Fl. 32121-4368 4/1,041 (, Phone no. : ( 904 ) 253-9960 ACP DRAWN SHEET 2 of 2 AP a 3 . 1 not • tar cant Shading Type I denotes max roof area for columns and footings Tab4a5 , slope i i RT 3"x 3" _fluted post. 5/8"x 3 1/2" Bolt. 9 3 0 0 0 4 0 80 lb. 2500 Sockcrete. ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/ COPIED. 3"x3"Base. OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION l IS NOT VALID WITHOUT Mr. BF.NNETT'S SIGNATURE AND EMBOSED SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. ;ACKRETE / MEETS IRE REQUIREMENTS OF CHAPTER 1205 Sec 1991 EO ioble roof oreo. LAWRENCE a BENNETT CIVIL ENGINEER a DEVELOPMENT CONSULTANT P.O. Box 4368 South Daytona , Fl. 32121-4368 1' Phone no. (904 ) 253-9960 W�I I FSCP SRS DRAWN SHEET I OF 2 APA012 1993 LWB / 1:LE 2: MAI. ROOF BEAM SPANS FOR CARPORTS, SCREEN 6 VINYL ROOMS q _ AND OTHER SCREEN ENCLOSURES W/ SOLID ROOFS 6063 T-6 ALLOY TABLE 3: SCHEDVjj OF POST TO BEAM SIZE 6 t OF THRU BOLTS Rfi UI BEAM BIZB MINIMUM t / HRU BOLTS E I.. D ♦ 1/2" POST SIZE 1/4' 3/8' AM SIZE 0 FOR SPAN XA" ON DWIDIHO USE WIDTH 'W"92 O.H. 2"X 3"X 0.05' TILT 3"I 3"X 0.06" Scelpd 1 x 3"x0.050"A' WA TILT BEAM EXAMPLE: WIDTH . H W. • ]'. 9' " D'ITI •A" WALK ON A./120 MPH W. L. 100 MPH N. L. 110 MPH N. L. 2"I 4"X 0.05" TILT 3"X 3"X 0.06" 2 5' 8•- 0" 9'- 3" 8'- 5' 2"X ♦"S 0.044" I 0.12" BMB 5'X J'Z 0.06" 2 6' 7•- 4" 8'- 5" 7'- 8" 7"I 4"I 0.044" 1 0.15" 8MB 3'X 3"X 0.06" • 2 2 7' 6'- 9' 7'- 10' 7'- 1" 2"I 6"X 0.044" I 0.12" SMB 3"I 3"S 0.093 3 2 8' 6'- 4' 7'- 4" 6'- 8" 2"I 7"I 0.050^ Z 0.13. 8M35 3"I 3"X 0.093 3 '9' EXAMPLE 5'- 11= 6'- 10^ 6'- 3" 2'X 8'S 0.070" I 0.23" 8MB 3'S 3"I 0.125 4 3 10' 3= E" 6= 6^ 5'- 11" 2"I 9"I 0.070' x 0.23• SMB 3•I 3"I 0.125 4 3 11' S'- 5" 6'- 3" 12' 5'- 2" 5'- 11" 5'- 5• 'x 4"=0.050' TILT BEAM _— S' 9'- 9' 11'- 3" 10 ---3. 6' 8'- 11" 10'- 3" 9'- 5" /ABLE 9: 5AI. ROOF AREA FOR ALUMINUM CARPORT POST 7' 8'_ 3' 9•- 6' 8'- 8" FOR ALLOWABLE ROOF AREA USE "AREA" • S I (W/2 + O.H.) 8' 7'- 9" 8'- 11' 8'- 2' EXAMPLE: '8". 7' W . 12', 6 O.H. ♦. 2' THUS: "AREA" • 36 SF 9' 7•- 3" 8'- 5" 7•- 8" POST TYPE MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POST IN SF 10' 6'- 11" 8'- 0" 7'- 3" DESIGN LOADS AND WIND_VELOCITY LOADS_ 11' 6'- 7" 7'- 7" 6'- 11" POST HGT POST MAX t WALKON 100 MPH 110 MPH 120 M_PH_ 12' 6'- 3" 7'- 3" 6'- 8" i^x 3"x0.060" ROLL FORMED" 7.1_4"1 x 0.044"x 0.120" R.M.B. __ 12'- 0" 5,200 260 347 289 248 S' 12'- 10" 14'- 10" 13• 6 I6'- 0' 3.640 182 243 202 173 6' 11'- 8" 13'- 6" 12'- 4" 2:1_2"x 0.093" OR 2"x 3"x 0050" EXTRUSION. 7' 10'- 10" 12'- 6" 11'- S" 7'- 9" 6,960 348 464 387 331 1 8' 10'- 1" 11'- 8" 30'- 8" 12'- 0" 4,060 203 270 226 193 9' 9'- 6" 11'- 0" 10'- 1" 211_2"x 0.070" EXTRUSION" " 10' 9'- 0" 10'- 5" 9'- 6" 8'- 1" 7,100 426 567 473 406 11' 8'- 7' 10'- 0" 9'- 1" 12'- 0" 4,970 749 331 276 236 12' 8'- 3" 9'- 6" 8'- 8" 2_"x 3^x0.060" SCALLOPED" 2I 5^7 0.050"7 0.120" 8.M_B. -_ , 11'-10" 8,640 432 576 480 411 5' 15'- 2" 17'- 6" 16'- 0" 16'- 0" 6,120 306 408 340 291 6' 13'- 10" 16'- 0" 14'- 7" •1"x 3's 0.90" TUBE' — 7' 12•- 10" 14'- 10" 13'- 6" 11'-10" 12,960 648 864 720 617 • 8' 12'- 0" 13'- 10" 12'- 7" 16'- 0' 9,180 459 612 510 437 9' 11'- 3" 13•- 0" 11'- 11" xt"x 3'x 0.125" TUBE. 10' 10'- 8" 12•- 1" 11'- 9" 13'- 3" 13.500 675 900 750 643 11' 10'- 3" 11'- 10" 10•- 9" 16'- 0" 8.000 500 667 556 476 12' 9'- 9" 11'- 3" 10'- 44 AL., 4"i 0.125" TUBE" "x 6•i 0.050"x 0.12000"S.M.B. 13'- 9" 23,280 1164 1588 1293 1109 5' 17'- 10" 20'- 6" 18'- 9 20'- 0' 18.430 921 1229 1024 878 6' 16'- 6" 18'- 9" 17'- 1" 7' 15•- 0" 17•- 4" 15'- 10' • ALLOY 6063 T-6 8' 14'- 1" 16'- 3" 14'- 10" _ ALLOY SOS H16 9' 13'- 3' 15'- 4" 14'- 0" 10' 12"- 5' 14'- 6" 13'- 3" II' 12'- 0" 13'- 10" 12'- 8" TABLE 5: ISOLATED FOOTINGS 12' 11'- 6" 13'- 3" 12'- 1' MAXIMUM ROOF AREA IN SF FOR CARPORT POST WL ISOLATED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS "1_7"x 0.050'7 0.120" B.M.B. FOOTING TYPE 6 SIZE mu MPH la MPH 120 MPH 5 19'- 6" 22•- 6" 207-: 7" POURED CONCRETE 6' 17'- 10" 20'- 7' 18'- 9" 1'-0"I 17-0"X I'-0" 29 25 21 7' 16'- 6" 19'- 1" 17'- 5" 1'-4"I 1'-4"I 1•-4" 86 72 61 8' 15'- 5" 17'- 10" 16'- 3" 1'-6'X 1'-6"I 2'-0" 163 136 116 9' 14'- 6" 16'- 10" 15'- 4" 1'-8"X 1'-8"I 2'-0" 187 156 134 10' 13'- 9" 15'- 11" 14'- 6" 1.-8'X 1'-8"X 2'-6" 275 229 196 11' 13'- 2" 15'- 2" 13'- 10" 2'-0"Z 2'-0"X 2'-O" 346 288 257 12' 12'- 7" 14'- 6" 13'- 3' 2'-6"I 2'-6"I 2'-6" 463 386 331 'x 8"x 0.070", 0_224" S.M.B. 5' 26'- 5" 30'- 6" 27'- 11" PRE-CAST SLAB W/ 804t SACK-CRETE 6 BACKPILL OYER SLAB 6' 24'- 2" 27'- 11" 23'- 5" 1'-4"X 1'-4"X 2'-4" 117 97 56 7' 22'- 4" 25'- 10" 23'- 7" 8' 20'- 11" 24'- 2' 22'- 0" 9' 19'- 8" 22'- 9" 20'- 9" 10' 18'- B" 21'- 7" 19'- 8" 11' 17'- 10" 20'- 7" 18'- 9" 12' 17'- 1" 19'- 8" 18'- 0" 1"7 9", 0.070", 0.224" S.M.B. 5' 28 8" 33'- 1" 18'- 9' 6' 26'- 2" 30'- 3" 27'- 7" 7' 24'- 3" 28'- 0' 25'- 7" 8• 12'- 8" 26'- 2" 23'- 11" 9' 21'- 4" 24'- 8" 22'- 6^ 10' 20'- 3" 23'- 5" 21'- 4" 11' 19'- 4" 22'- 4" 20'- 4" 12' 1B'- 6" 21'- 4" 19'- 6" OTE: FOR SCREEN OR VINYL ROOM FRONT WALL BEAM SEE TABLE 4 OF PREVIOUS SECTION ON GLASS ROOMS. NOTE All spans and copocities ore hosed On worst case of uplift loads due to wind velGCit:es O 93 Q 0 4 ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PROPERTY OF LAWRENCE. E. BENNETT AND MAY NOT BE REPRODUCED/COPIED OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS NOT VALID WITHOUT Mr. BI.NNETT'S SIGNATURE AND EMDOSED SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. MEETS THE REQUIREMENTS r OF CHAPTER 1205 SBC 1991 ED LAWRENCE E. BENNETT CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT P.O. Box 4368 South Daytona , FI. 32121-4368 Phone no ( 904 ) 253-9960 FSCP _ APR 0 2 1993 DRAWN SHEET 2 OF 2 S E A L J L B Span see Table I Alum. panel roof over. Ix.span Table I I I • _ If I! Roof over aluminum Vented aluminum soffit ,_ 1 gable closures ea end 95 apt.all sect ions I I 1I panel.Aluminum fascia or �- gutter. P Double wide mobile home. EW 3 no.8.x V2"SMS each panel. le Toble•I 2 no.8 SMS each side. 24"wide break-form sheet ---- aluminum ridge cart. Alumnum ridge cop. F_-5/8" coach framing. — - . r- 4 5/8" underskirt +' �L Note Ridge may be �_� No 84x I/8"Sheet _� 2 nn85MS formed by cutting metal screws of each fascia(shown) _ riser of cont.panels. panel user. or gutter. um �� I I gutter. . I Vented airspace 1..x 2-1/5"x 0 06" 2„x2' roll formed angle„ � receiving channel top 1111 \ea.side w/3 N°8zl/2 2"x 3"x 0.04"roll formed bottom with2"x2' angle with no.10x3/4 posts at 3'-0"o.c. NI 01111 I-1/2"riser aluminum SMS at 6"c-c into coach frame. Aluminum pan size Table I roof panels. w/nw No.10x1-1/2"SMS at l'-4"c-c. 3 no.8 4 x I-1/2"SMS ea panel, t Sheet foam insulation. 2"Sheet foam insulation. Roof overhang. Exist,mobile home framing and wall cover. . tOOF OVER TYPE I DOUBLE WIDE ROOF OVER TYI-'E II NOTES' I. Composite panels of comparable span capacity may be used 2.All roof avers are designed for uplift for wnd velocity loads. stated. 93 00040 ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE g seam. PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED. OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION i ecure IS NOT VALID WITHOUT Mr. BENNETT'S SIGNATURE AND EMHOSED SEAL ON -e and/ A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. Y 'SION OF CHAPTER 12o5SBC 1991 ED 4"on LAWRENCE E. BENNETT , . .. 9RROSION CIVIL ENGINEER & DEVELOPMENT CONSULTANT i P.O. Box 4368 South Daytona , Fl. 32121-4368 -meats Phone no. , (904 ) 253-9960 i meet RO APR 0 21993 DRAWN I L w B SHEET I OF I SEAL J